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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| 30424 | 0905 3423 X | 30424 | — | S.H. 4 | I-40 UNDER | -1 | 59ft.-117ft.-117ft.-59ft. STEEL P.G., 76ft. RDWY, 6ft. SDWLKS, F-SHAPE RAIL, SK 33.70722 LF | 2014 | 35.46777778 | -97.72472222 | 352.001 | 91.001 | — | 4 | 33 | 4 | 76.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | 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 | 14 - Other Principal Arterial (Urban) | A | 17300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30178 BRKEY
30424 NBI No.
30424 On Under
1 Structure No.
0905 3423 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 4 Feature Intersected
I-40 UNDER Division
04 County
017 Location
JCT I-40 & S.H. 4 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
76.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2014 ADT Total
17300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
33 No. Main Spans
4 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
10.2 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
3 - Steel Design
02 Length
352.001 Deck Width
91.001 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
8 Deck Geometry
9 Underclearance
4 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
49 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27680 Future ADT Year
2042 Bypass Detour
2 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
1802 Min Measured Clearance
1611 NBI Rating
30424 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
59ft.-117ft.-117ft.-59ft. STEEL P.G., 76ft. RDWY, 6ft. SDWLKS, F-SHAPE RAIL, SK 33.70722 LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5593 Latitude
35:28:04 Longitude
-97:43:29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 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
30424 Vault Link
http://plansrv1/bridgemaintvault/b30424 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
35.46777778 Longitude DD
-97.72472222 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
30178 x
-10878666.3154445 y
4227633.38476769 |
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| 30328 | 6636 0199 X | 30328 | — | I-44 | N 177TH E AVE (LYNN LN) | -1 | 60ft.X82ft.X60ft.PCB SPANS W/F-SHAPED PARAPETS | 2014 | 36.16222222 | -95.78 | 201.66 | 167.999 | — | 3 | 0 | 9 | 165 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 65600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30172 BRKEY
30328 NBI No.
30328 On Under
1 Structure No.
6636 0199 X Control No.
036 Lane Ind.
Milepoint
01990 Facility Carried
I-44 Feature Intersected
N 177TH E AVE (LYNN LN) Division
08 County
131 Location
2.7 E JCT I-244 Sufficiency
97.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.911 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
65600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
165 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
15 Deck Structure Type
1 No. Lanes
9 Fill RCB
Appr. Roadway Width
73.911 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
201.66 Deck Width
167.999 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66.9 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
104960 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
1810 Min Measured Clearance
1805 NBI Rating
30328 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.X82ft.X60ft.PCB SPANS W/F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0296 Latitude
36:09:44 Longitude
-95:46:48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 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
30328 Vault Link
http://plansrv1/bridgemaintvault/b30328 GIS FO/SD
Meets Standards H Inv. Method
44.9 Latitude DD
36.16222222 Longitude DD
-95.78 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30172 x
-10662180.8281797 y
4322965.91923201 |
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| 30613 | 1244 1124 X | 30613 | — | U.S. 70 | CREEK | -1 | (3) 10ft. X 5ft. X 180ft. LONG RCB | 2012 | 34.02555556 | -95.29277778 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | 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 | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30169 BRKEY
30613 NBI No.
30613 On Under
1 Structure No.
1244 1124 X Control No.
044 Lane Ind.
Milepoint
11240 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
023 Location
4.42 E JCT S.H. 147 Sufficiency
82 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
2012 ADT Total
5500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8800 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
30613 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 5ft. X 180ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:01:32 Longitude
-95:17:34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
065 NBI Text
30613 Vault Link
http://plansrv1/bridgemaintvault/b30613 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.02555556 Longitude DD
-95.29277778 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30169 x
-10607943.4987462 y
4032234.02986328 |
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| 30611 | 2527R0028 XC | 30611 | — | PRIVATE DRIVE(SH74 | TRIB TO WILDHORSE CREEK | 20ft.X8ft.X80ft. RCB | 1901 | 34.51125 | -97.40545556 | 20 | -1 | — | 1 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | NO VALUE GIVEN | B | -1 | -1 | 5 | Unmatched | |
|
Raw data
OBJECTID
30167 BRKEY
30611 NBI No.
30611 On Under
1 Structure No.
2527R0028 XC Control No.
027 Lane Ind.
Milepoint
00280 Facility Carried
PRIVATE DRIVE(SH74 Feature Intersected
TRIB TO WILDHORSE CREEK Division
03 County
049 Location
.28 N CARTER C/L Sufficiency
-1 Kind Hwy
8 Level Service
0 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
NO VALUE GIVEN Year Built
1901 ADT Total
-1 ADT Year
-1 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
20 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
-1 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
30611 ODOT County
25 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
20ft.X8ft.X80ft. RCB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
C Alt. Structure Name
H Index
Latitude
34:30:40.5 Longitude
-97:24:19.64 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
PRIVATE DRIVE Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
NBI Text
30611 Vault Link
http://plansrv1/bridgemaintvault/b30611 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.51125 Longitude DD
-97.40545556 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
0 Rural/Urban
NO VALUE GIVEN ARC_ID_NUM
30167 x
-10843125.713426 y
4097658.74556596 |
|||||||||||||||||||||||||||||||||||||
| 30517 | 1938 0854 X | 30517 | — | S.H. 51 | COTTONWOOD CREEK | -1 | 69ft.-120ft.-69ft. PC BEAM | 2014 | 36.10805556 | -96.42833333 | 258.91 | 42.159 | — | 3 | 20 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30163 BRKEY
30517 NBI No.
30517 On Under
1 Structure No.
1938 0854 X Control No.
038 Lane Ind.
Milepoint
08540 Facility Carried
S.H. 51 Feature Intersected
COTTONWOOD CREEK Division
08 County
037 Location
8.5 E OF JCT S.H. 51/99 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 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
258.91 Deck Width
42.159 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30517 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
69ft.-120ft.-69ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8306 Latitude
36:06:29 Longitude
-96:25:42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
30517 Vault Link
http://plansrv1/bridgemaintvault/b30517 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
36.10805556 Longitude DD
-96.42833333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30163 x
-10734352.9643396 y
4315499.85489893 |
|||||||||||||||||||||||||||||||||||||
| 30516 | 3802 0192 X | 30516 | — | U.S. 62 BUS. | OTTER CREEK | -1 | 50ft.-100ft.-100ft. P/S CONC BEAMS W/40ft. CLR RDY | 2014 | 34.652444 | -99.001083 | 250 | 43.999 | — | 3 | 0 | 2 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30162 BRKEY
30516 NBI No.
30516 On Under
1 Structure No.
3802 0192 X Control No.
002 Lane Ind.
Milepoint
01920 Facility Carried
U.S. 62 BUS. Feature Intersected
OTTER CREEK Division
05 County
075 Location
2 NE TILLMAN C/L Sufficiency
99.9 Kind Hwy
2 Level Service
6 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.001 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
250 Deck Width
43.999 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
640 Future ADT Year
2042 Bypass Detour
2 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
30516 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-100ft.-100ft. P/S CONC BEAMS W/40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:39:08.8 Longitude
-99:00:03.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
30516 Vault Link
http://plansrv1/bridgemaintvault/b30516 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.652444 Longitude DD
-99.001083 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30162 x
-11020750.1475426 y
4116749.40749543 |
|||||||||||||||||||||||||||||||||||||
| 30515 | 1714 0924 X | 30515 | — | S.H. 5 | SOLDIER CREEK | -1 | 130ft. PCB W/40ft. CLR. RDY. | 2015 | 34.3 | -98.31333333 | 130 | 42.169 | — | 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 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30161 BRKEY
30515 NBI No.
30515 On Under
1 Structure No.
1714 0924 X Control No.
014 Lane Ind.
Milepoint
09240 Facility Carried
S.H. 5 Feature Intersected
SOLDIER CREEK Division
07 County
033 Location
4.2 S OF JCT S.H. 53 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00005 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
2015 ADT Total
1300 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
130 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
30 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
14.9 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
30515 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
130ft. PCB W/40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:18:00 Longitude
-98:18:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42A NBI Text
30515 Vault Link
http://plansrv1/bridgemaintvault/b30515 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.3 Longitude DD
-98.31333333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30161 x
-10944190.204485 y
4069156.18280747 |
|||||||||||||||||||||||||||||||||||||
| 30423 | 0928F0500 X | 30423 | — | S.H. 4 | SPRING CREEK | 3-12ft.X12ft.X112ft. RCB W/4ft. CURTAIN WALLS SK 20 DEG LF | 1901 | 35.58000833 | -97.74608333 | 36.001 | -1 | — | 3 | 20 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30159 BRKEY
30423 NBI No.
30423 On Under
1 Structure No.
0928F0500 X Control No.
028 Lane Ind.
Milepoint
05000 Facility Carried
S.H. 4 Feature Intersected
SPRING CREEK Division
04 County
017 Location
5 N OF S.H. 66 Sufficiency
-1 Kind Hwy
3 Level Service
8 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
36.001 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
30423 ODOT County
09 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-12ft.X12ft.X112ft. RCB W/4ft. CURTAIN WALLS SK 20 DEG LF Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:34:48.03 Longitude
-97:44:45.9 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 4 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
30423 Vault Link
http://plansrv1/bridgemaintvault/b30423 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.58000833 Longitude DD
-97.74608333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30159 x
-10881044.2233325 y
4242983.99512351 |
|||||||||||||||||||||||||||||||||||||
| 30422 | 0928F0510 X | 30422 | — | S.H. 4 | SPRING CREEK | 3-10ft.X9ft.X120ft. RCB W/4ft. CURTAIN WALLS SK30 DEG RF. | 1901 | 35.58189444 | -97.74519444 | 30 | -1 | — | 3 | 30 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30158 BRKEY
30422 NBI No.
30422 On Under
1 Structure No.
0928F0510 X Control No.
028 Lane Ind.
Milepoint
05100 Facility Carried
S.H. 4 Feature Intersected
SPRING CREEK Division
04 County
017 Location
5.1 N OF S.H. 66 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30422 ODOT County
09 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-10ft.X9ft.X120ft. RCB W/4ft. CURTAIN WALLS SK30 DEG RF. Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:34:54.82 Longitude
-97:44:42.7 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 4 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30422 Vault Link
http://plansrv1/bridgemaintvault/b30422 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.58189444 Longitude DD
-97.74519444 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30158 x
-10880945.2725503 y
4243242.1560597 |
|||||||||||||||||||||||||||||||||||||
| 30421 | 0928 0240 X | 30421 | — | DRIVE B from SH 4 | CREEK | 2-10ft.X6ft.X62ft. RCB W/4ft. CURTAIN WALLS | 2020 | 35.542469 | -97.743053 | 21 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 09 - Local (Rural) | B | 50 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30157 BRKEY
30421 NBI No.
30421 On Under
1 Structure No.
0928 0240 X Control No.
028 Lane Ind.
Milepoint
02400 Facility Carried
DRIVE B from SH 4 Feature Intersected
CREEK Division
04 County
017 Location
2.4 N OF S.H. 66 Sufficiency
100 Kind Hwy
3 Level Service
8 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
2020 ADT Total
50 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
20 Span Type Main
M Material
1 - Concrete Design
19 Length
21 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
101.6 HS Inv. Rating Method
3 HS Inv. Method
78.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
125 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
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30421 ODOT County
09 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.X6ft.X62ft. RCB W/4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:32.89 Longitude
-97:44:34.99 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 4 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
30421 Vault Link
http://plansrv1/bridgemaintvault/b30421 GIS FO/SD
Meets Standards H Inv. Method
78.3 Latitude DD
35.542469 Longitude DD
-97.743053 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
30157 x
-10880706.8885399 y
4237847.07062874 |
|||||||||||||||||||||||||||||||||||||
| 30420 | 0928F0100 X | 30420 | — | S.H. 4 | TURTLE CREEK | 3-10ft.X7ft. 86ft. RCB W/4 CURTAIN WALLS | 1901 | 35.52238333 | -97.74238056 | 30 | -1 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30156 BRKEY
30420 NBI No.
30420 On Under
1 Structure No.
0928F0100 X Control No.
028 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 4 Feature Intersected
TURTLE CREEK Division
04 County
017 Location
1 N OF S.H. 66 Sufficiency
-1 Kind Hwy
3 Level Service
8 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30420 ODOT County
09 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-10ft.X7ft. 86ft. RCB W/4 CURTAIN WALLS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:20.58 Longitude
-97:44:32.57 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 4 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
30420 Vault Link
http://plansrv1/bridgemaintvault/b30420 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.52238333 Longitude DD
-97.74238056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30156 x
-10880632.0328616 y
4235099.51225558 |
|||||||||||||||||||||||||||||||||||||
| 30327 | 6636R0199 X | 30327 | — | I-44 | N 177TH E AVE (LYNN LN) | <New Structure Unit> | 1901 | 35.316667 | -95.559722 | 0 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | -1 | 2010 | 5 | Unmatched | |
|
Raw data
OBJECTID
30153 BRKEY
30327 NBI No.
30327 On Under
1 Structure No.
6636R0199 X Control No.
036 Lane Ind.
Milepoint
01990 Facility Carried
I-44 Feature Intersected
N 177TH E AVE (LYNN LN) Division
08 County
131 Location
2.7 E JCT I-244 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1901 ADT Total
-1 ADT Year
2010 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
0 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 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
2030 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
30327 ODOT County
66 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
<New Structure Unit> Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:19:00 Longitude
-95:33:35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-44 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30327 Vault Link
http://plansrv1/bridgemaintvault/b30327 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.316667 Longitude DD
-95.559722 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30153 x
-10637659.5933868 y
4206998.62967767 |
|||||||||||||||||||||||||||||||||||||
| 30605 | 1406 0128 X | 30605 | — | LINDSEY STREET | I-35 UNDER | 118ft-112ft TYPE U54 P.C. BM. SPANS SKEWED 3 DEG. RF, 337ft CLR. RDWY. W/ F-SHAPED PARAPET & FENCE | 2017 | 35.203853 | -97.480292 | 230.4 | 340.3 | — | 2 | 3 | 6 | 78 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 96300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30143 BRKEY
30605 NBI No.
30605 On Under
1 Structure No.
1406 0128 X Control No.
Lane Ind.
Milepoint
Facility Carried
LINDSEY STREET Feature Intersected
I-35 UNDER Division
03 County
027 Location
1.3 N MCCLAIN C/L Sufficiency
99 Kind Hwy
5 Level Service
1 Route No.
E1250 Service Type On
1 Service Type Off
1 Vertical Clearance
M Horizontal Clearance
78 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2017 ADT Total
96300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
3 No. Main Spans
2 Road Width
78 Ref. Underclearance Rt.
H Underclearance Right
16 Underclearance Left
12 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
78 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
230.4 Deck Width
340.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
107000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
M Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30605 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
0 Rt. Curb SW
0 Description
118ft-112ft TYPE U54 P.C. BM. SPANS SKEWED 3 DEG. RF, 337ft CLR. RDWY. W/ F-SHAPED PARAPET & FENCE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:12:13.87 Longitude
-97:28:49.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
LINDSEY STREET Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30605 Vault Link
http://plansrv1/bridgemaintvault/b30605 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.203853 Longitude DD
-97.480292 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
30143 x
-10851456.4678196 y
4191618.57616575 |
|||||||||||||||||||||||||||||||||||||
| 30604 | 4120 0267 X | 30604 | — | U.S. 177 | CREEK | -1 | 2-10ft. X 10ft. R.C. BOX X 84.0ft. CLR. RDWY | 2014 | 35.71999167 | -97.01738056 | 20 | 41.001 | — | 2 | 0 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30142 BRKEY
30604 NBI No.
30604 On Under
1 Structure No.
4120 0267 X Control No.
020 Lane Ind.
Milepoint
02670 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
081 Location
2.8 MI. N JCT S.H. 66 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
41.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
41.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
58.753 HS Inv. Rating Method
3 HS Inv. Method
45.305 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
27.999999 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
30604 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. R.C. BOX X 84.0ft. CLR. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:43:11.97 Longitude
-97:01:02.57 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30604 Vault Link
http://plansrv1/bridgemaintvault/b30604 GIS FO/SD
Meets Standards H Inv. Method
45.305 Latitude DD
35.71999167 Longitude DD
-97.01738056 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30142 x
-10799925.4020364 y
4262160.74470663 |
|||||||||||||||||||||||||||||||||||||
| 30415 | 1910 0566 X | 30415 | — | S.H. 16 | SKULL CREEK | -1 | 40ft.-50ft.-40ft. P.C. BM 40ft. CL. RDY. W/ TR-4 RAIL. | 2015 | 35.813392 | -96.293139 | 130.499 | 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) | 90.9 | Good (7) | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30133 BRKEY
30415 NBI No.
30415 On Under
1 Structure No.
1910 0566 X Control No.
010 Lane Ind.
Milepoint
05660 Facility Carried
S.H. 16 Feature Intersected
SKULL CREEK Division
08 County
037 Location
5.7 E JCT S.H.16/S.H.48 Sufficiency
90.9 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
2200 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
130.499 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
9 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
49 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 Future ADT Year
2042 Bypass Detour
40.999998 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
30415 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. P.C. BM 40ft. CL. RDY. W/ TR-4 RAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8063 Latitude
35:48:48.21 Longitude
-96:17:35.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 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
30415 Vault Link
http://plansrv1/bridgemaintvault/b30415 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.813392 Longitude DD
-96.293139 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30133 x
-10719303.2003659 y
4274974.6855535 |
|||||||||||||||||||||||||||||||||||||
| 30414 | 3522 0719 X | 30414 | — | S.H. 48A | UNNAMED CREEK | -1 | 18ft. X 10ft. X 116ft.-8in. CLR. RDWY. R.C.B. SKEWED 45 DEG. R.F. | 2014 | 34.274133 | -96.463447 | 152.001 | 0 | — | 1 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30132 BRKEY
30414 NBI No.
30414 On Under
1 Structure No.
3522 0719 X Control No.
022 Lane Ind.
Milepoint
07190 Facility Carried
S.H. 48A Feature Intersected
UNNAMED CREEK Division
03 County
069 Location
2.2 MI W OF JCT S.H. 48 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00048 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
810 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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
152.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
53.1 HS Inv. Rating Method
3 HS Inv. Method
40.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1296 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30414 ODOT County
35 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
18ft. X 10ft. X 116ft.-8in. CLR. RDWY. R.C.B. SKEWED 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:16:26.88 Longitude
-96:27:48.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48A Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30414 Vault Link
http://plansrv1/bridgemaintvault/b30414 GIS FO/SD
Meets Standards H Inv. Method
40.9 Latitude DD
34.274133 Longitude DD
-96.463447 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30132 x
-10738261.8002039 y
4065671.05509435 |
|||||||||||||||||||||||||||||||||||||
| 30413 | 3522 0262 X | 30413 | — | S.H. 48A | LITTLE SANDY CREEK | -1 | 3-12ft. X 11ft. X 76ft. CLR. RDWY R.C.B. | 2014 | 34.27416667 | -96.54333333 | 40 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30131 BRKEY
30413 NBI No.
30413 On Under
1 Structure No.
3522 0262 X Control No.
022 Lane Ind.
Milepoint
02620 Facility Carried
S.H. 48A Feature Intersected
LITTLE SANDY CREEK Division
03 County
069 Location
2.6 MI N & E JCT S.H. 78 Sufficiency
98.5 Kind Hwy
3 Level Service
0 Route No.
00048 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
810 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
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.
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
75.839 HS Inv. Rating Method
3 HS Inv. Method
58.533 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1296 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30413 ODOT County
35 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 76ft. CLR. RDWY R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:16:27 Longitude
-96:32:36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
30413 Vault Link
http://plansrv1/bridgemaintvault/b30413 GIS FO/SD
Meets Standards H Inv. Method
58.533 Latitude DD
34.27416667 Longitude DD
-96.54333333 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30131 x
-10747154.7057809 y
4065675.59084325 |
|||||||||||||||||||||||||||||||||||||
| 30675 | 1406 0086 X | 30675 | — | S.H. 9 E | I-35 UNDER | -1 | 65ft.-8in., 73ft.-7in. Type III,115ft.-3in., 109ft.-7in. Bulb-T, AND 55ft.-6in. Type III P.S. BEAM SPANS WITH DIVIDED RDY AND MEDIAN BARRIER | 2015 | 35.197542 | -97.481331 | 419.59 | 93 | — | 5 | 0 | 5 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Very good (8) | Good (7) | Very good (8) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 31800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30129 BRKEY
30675 NBI No.
30675 On Under
1 Structure No.
1406 0086 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 9 E Feature Intersected
I-35 UNDER Division
03 County
027 Location
0.3 MI N MCCLAIN C/L Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
6 Service Type Off
1 Vertical Clearance
_ 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
2015 ADT Total
31800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
24 Underclearance Left
8 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
419.59 Deck Width
93 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
9 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
46500 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30675 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-8in., 73ft.-7in. Type III,115ft.-3in., 109ft.-7in. Bulb-T, AND 55ft.-6in. Type III P.S. BEAM SPANS WITH DIVIDED RDY AND MEDIAN BARRIER Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:11:51.15 Longitude
-97:28:52.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 9 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30675 Vault Link
http://plansrv1/bridgemaintvault/b30675 GIS FO/SD
FO H Inv. Method
39 Latitude DD
35.197542 Longitude DD
-97.481331 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30129 x
-10851572.1287705 y
4190758.82247735 |
|||||||||||||||||||||||||||||||||||||
| 30674 | 1406 0100 X | 30674 | — | LINDSEY TO I-35 SB | I-35 SB RMP TO SH 9E UND | 175ft. PLATE GIRDER SPAN W/ 29ft. CLR RDY AND 42in. F-SHAPED PARAPETS | 2017 | 35.200556 | -97.480833 | 175 | 32 | — | 1 | 0 | 1 | 29 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Excellent (9) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30128 BRKEY
30674 NBI No.
30674 On Under
1 Structure No.
1406 0100 X Control No.
006 Lane Ind.
Milepoint
01000 Facility Carried
LINDSEY TO I-35 SB Feature Intersected
I-35 SB RMP TO SH 9E UND Division
03 County
027 Location
.15 S LINDSEY ST. Sufficiency
96 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
29 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
2017 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
29 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
3 - Steel Design
02 Length
175 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65 HS Inv. Rating Method
3 HS Inv. Method
50 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30674 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
0 Rt. Curb SW
0 Description
175ft. PLATE GIRDER SPAN W/ 29ft. CLR RDY AND 42in. F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:12:02 Longitude
-97:28:51 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
LINDSEY ST 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
30674 Vault Link
http://plansrv1/bridgemaintvault/b30674 GIS FO/SD
Meets Standards H Inv. Method
49 Latitude DD
35.200556 Longitude DD
-97.480833 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
30128 x
-10851516.6916641 y
4191169.41430464 |
|||||||||||||||||||||||||||||||||||||
| 30603 | 1012 0331 X | 30603 | — | U.S. 177 | WASHITA RIVER | -1 | 85-135-200-135-135 PCB & STEEL SKEWED 30 DEG, 40ft. CLEAR | 2016 | 34.23349167 | -96.97608333 | 744 | 42 | — | 4 | 30 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | Satisfactory (6) | 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 | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30123 BRKEY
30603 NBI No.
30603 On Under
1 Structure No.
1012 0331 X Control No.
012 Lane Ind.
Milepoint
03310 Facility Carried
U.S. 177 Feature Intersected
WASHITA RIVER Division
07 County
019 Location
3.3 N JCT S.H. 199 Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00177 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
2016 ADT Total
1900 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
744 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
6 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
41 HS Inv. Rating Method
3 HS Inv. Method
29 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
20.599999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30603 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85-135-200-135-135 PCB & STEEL SKEWED 30 DEG, 40ft. CLEAR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:14:00.57 Longitude
-96:58:33.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
031 NBI Text
30603 Vault Link
http://plansrv1/bridgemaintvault/b30603 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.23349167 Longitude DD
-96.97608333 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30123 x
-10795328.2154217 y
4060197.50871824 |
|||||||||||||||||||||||||||||||||||||
| 30690 | 7280R1440 X | 30690 | — | 23RD ST | S.H. 51 BROKEN ARROW EX | 322ft. (56ft. - 105ft. - 105ft. - 56ft.) PCB BRIDGE | 1901 | 36.055278 | -95.761944 | 322 | -1 | — | 4 | 0 | 2 | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | I | 4400 | 2020 | 5 | Unmatched | |
|
Raw data
OBJECTID
30102 BRKEY
30690 NBI No.
30690 On Under
1 Structure No.
7280R1440 X Control No.
Lane Ind.
Milepoint
Facility Carried
23RD ST Feature Intersected
S.H. 51 BROKEN ARROW EX Division
08 County
143 Location
JCT of 23RD/SH51 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
I Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1901 ADT Total
4400 ADT Year
2020 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
2 Fill RCB
Appr. Roadway Width
Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
322 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
7040 Future ADT Year
2040 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
30690 ODOT County
72 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
322ft. (56ft. - 105ft. - 105ft. - 56ft.) PCB BRIDGE Route Flag
Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:03:19 Longitude
-95:45:43 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
23RD ST Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30690 Vault Link
http://plansrv1/bridgemaintvault/b30690 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.055278 Longitude DD
-95.761944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
30102 x
-10660170.843454 y
4308230.20781845 |
|||||||||||||||||||||||||||||||||||||
| 30498 | 4522 0000 X | 30498 | — | S.H. 37 | RED RIVER | 24 X 125ft. TYPE 54 PCB SPANS | 2013 | 33.867717 | -95.031019 | 3000 | 46 | — | 24 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2778 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30090 BRKEY
30498 NBI No.
30498 On Under
1 Structure No.
4522 0000 X Control No.
022 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 37 Feature Intersected
RED RIVER Division
02 County
089 Location
OK/TX STATE LINE Sufficiency
88 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
B Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
2778 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
24 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
3000 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
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4700 Future ADT Year
2042 Bypass Detour
55 School Bus Rte.
Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30498 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
24 X 125ft. TYPE 54 PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:52:03.78 Longitude
-95:01:51.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 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
30498 Vault Link
http://plansrv1/bridgemaintvault/b30498 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
33.867717 Longitude DD
-95.031019 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30090 x
-10578804.6446459 y
4011053.4516694 |
|||||||||||||||||||||||||||||||||||||
| 30681 | 1802 0673 X | 30681 | — | U.S. 59 | UNION PACIFIC R.R. UNDER | -1 | 82-100-72 48in. PLATE GIRDER | 2016 | 36.890833 | -95.094167 | 254 | 42.166 | — | 2 | 0 | 2 | 40 | 3 - Steel | 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 | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30081 BRKEY
30681 NBI No.
30681 On Under
1 Structure No.
1802 0673 X Control No.
002 Lane Ind.
Milepoint
06730 Facility Carried
U.S. 59 Feature Intersected
UNION PACIFIC R.R. UNDER Division
08 County
035 Location
1.1 N OF S.H. 10 JCT Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 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
2016 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
50 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
254 Deck Width
42.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
54 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2100 Future ADT Year
2042 Bypass Detour
0 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
30681 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
82-100-72 48in. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
94.9496 Latitude
36:53:27 Longitude
-95:05:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 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
30681 Vault Link
http://plansrv1/bridgemaintvault/b30681 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
36.890833 Longitude DD
-95.094167 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30081 x
-10585834.2478505 y
4423901.21928132 |
|||||||||||||||||||||||||||||||||||||
| 30680 | 5734 1748 X | 30680 | — | S.H. 99 | CANEY RIVER | 100-135-135-135-100 PRESTRESSED BEAM SPANS TYPE IV IN SPANS 1 & 5 AND TYPE J IN SPANS 2, 3, & 4 | 2021 | 36.97 | -96.195278 | 606 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 550 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30080 BRKEY
30680 NBI No.
30680 On Under
1 Structure No.
5734 1748 X Control No.
034 Lane Ind.
Milepoint
17480 Facility Carried
S.H. 99 Feature Intersected
CANEY RIVER Division
08 County
113 Location
7.5 N OF S.H. 10 JCT Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2021 ADT Total
550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
606 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70.8 HS Inv. Rating Method
3 HS Inv. Method
49.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
792 Future ADT Year
2042 Bypass Detour
111.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30680 ODOT County
57 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100-135-135-135-100 PRESTRESSED BEAM SPANS TYPE IV IN SPANS 1 & 5 AND TYPE J IN SPANS 2, 3, & 4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:58:12 Longitude
-96:11:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30680 Vault Link
http://plansrv1/bridgemaintvault/b30680 GIS FO/SD
Meets Standards H Inv. Method
49.1 Latitude DD
36.97 Longitude DD
-96.195278 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30080 x
-10708409.3636774 y
4434925.99867517 |
|||||||||||||||||||||||||||||||||||||
| 30679 | 5734 1529 X | 30679 | — | S.H. 99 | POND CREEK | 115-120-115 PRESTRESSED TYPE J BEAM SPANS | 2021 | 36.938889 | -96.204722 | 351 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 550 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30079 BRKEY
30679 NBI No.
30679 On Under
1 Structure No.
5734 1529 X Control No.
034 Lane Ind.
Milepoint
15290 Facility Carried
S.H. 99 Feature Intersected
POND CREEK Division
08 County
113 Location
5.1 N OF S.H. 10 JCT Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2021 ADT Total
550 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
351 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.6 HS Inv. Rating Method
3 HS Inv. Method
54.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
770 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
30679 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
115-120-115 PRESTRESSED TYPE J BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:56:20 Longitude
-96:12:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30679 Vault Link
http://plansrv1/bridgemaintvault/b30679 GIS FO/SD
Meets Standards H Inv. Method
54.2 Latitude DD
36.938889 Longitude DD
-96.204722 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30079 x
-10709460.6649484 y
4430592.12162762 |
|||||||||||||||||||||||||||||||||||||
| 30677 | 1406 0084 X | 30677 | — | S.H. 9E TO I-35SB | I-35 SB TO S.H. 9E UNDER | 150ft. PLATE GIRDER SPAN W/ 33ft. CLR. RDWY & 42in F-SHAPED PARAPETS | 2017 | 35.200278 | -97.481111 | 150 | 36 | — | 1 | 0 | 1 | 33 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Excellent (9) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 4800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30077 BRKEY
30677 NBI No.
30677 On Under
1 Structure No.
1406 0084 X Control No.
006 Lane Ind.
Milepoint
00840 Facility Carried
S.H. 9E TO I-35SB Feature Intersected
I-35 SB TO S.H. 9E UNDER Division
03 County
027 Location
.7W OF 24TH AVE Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
33 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2017 ADT Total
4800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
33 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
33 Span Type Main
M Material
3 - Steel Design
02 Length
150 Deck Width
36 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
135 HS Inv. Rating Method
3 HS Inv. Method
104 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30677 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
0 Rt. Curb SW
0 Description
150ft. PLATE GIRDER SPAN W/ 33ft. CLR. RDWY & 42in F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:12:01 Longitude
-97:28:52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 9 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
30677 Vault Link
http://plansrv1/bridgemaintvault/b30677 GIS FO/SD
Meets Standards H Inv. Method
103 Latitude DD
35.200278 Longitude DD
-97.481111 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30077 x
-10851547.6384826 y
4191131.54222418 |
|||||||||||||||||||||||||||||||||||||
| 30676 | 1406 0085 X | 30676 | — | S.H. 9E TO I-35 NB | I-35 NB TO LINDSEY UNDER | 135ft. PLATE GIRDER SPAN W/ 41ft. CLR RDWY & 42ft. F-SHAPED PARAPETS | 2017 | 35.198889 | -97.480278 | 135 | 44 | — | 1 | 0 | 2 | 41 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Excellent (9) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 10200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30076 BRKEY
30676 NBI No.
30676 On Under
1 Structure No.
1406 0085 X Control No.
006 Lane Ind.
Milepoint
00850 Facility Carried
S.H. 9E TO I-35 NB Feature Intersected
I-35 NB TO LINDSEY UNDER Division
03 County
027 Location
.3 W OF I-35 NB Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
41 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2017 ADT Total
10200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
41 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41 Span Type Main
M Material
3 - Steel Design
02 Length
135 Deck Width
44 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.9 HS Inv. Rating Method
3 HS Inv. Method
83.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30676 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
0 Rt. Curb SW
0 Description
135ft. PLATE GIRDER SPAN W/ 41ft. CLR RDWY & 42ft. F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:11:56 Longitude
-97:28:49 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 9E 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
30676 Vault Link
http://plansrv1/bridgemaintvault/b30676 GIS FO/SD
Meets Standards H Inv. Method
83.6 Latitude DD
35.198889 Longitude DD
-97.480278 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30076 x
-10851454.9093467 y
4190942.31999427 |
|||||||||||||||||||||||||||||||||||||
| 30667 | 5826 0327 X | 30667 | — | S.H. 10 C | MODOC VALLEY | -1 | 3-50ft. P.C.TYPE II BEAMS 40ft.CL.RDY.W/TR-4 RAILS | 2015 | 36.86986389 | -94.63868611 | 150.499 | 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) | 93.7 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30055 BRKEY
30667 NBI No.
30667 On Under
1 Structure No.
5826 0327 X Control No.
026 Lane Ind.
Milepoint
03270 Facility Carried
S.H. 10 C Feature Intersected
MODOC VALLEY Division
08 County
115 Location
3.3E OF S.H. 10 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
0010C Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
42.001 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.1 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 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
30667 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. P.C.TYPE II BEAMS 40ft.CL.RDY.W/TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:52:11.51 Longitude
-94:38:19.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 C 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
30667 Vault Link
http://plansrv1/bridgemaintvault/b30667 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
36.86986389 Longitude DD
-94.63868611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30055 x
-10535130.3471096 y
4420982.9816719 |
|||||||||||||||||||||||||||||||||||||
| 30665 | 0836F0221 X | 30665 | — | S.H. 58 | CREEK | 2-10ft.X10ft. RCB | 1901 | 35.13359444 | -98.60086389 | 65.617 | -1 | — | 2 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | -1 | -1 | 5 | Unmatched | |
|
Raw data
OBJECTID
30053 BRKEY
30665 NBI No.
30665 On Under
1 Structure No.
0836F0221 X Control No.
036 Lane Ind.
Milepoint
02210 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
015 Location
2.1 N S.H. 9 JCT Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
-1 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
65.617 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
-1 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
30665 ODOT County
08 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
2-10ft.X10ft. RCB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:08:00.94 Longitude
-98:36:03.11 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 58 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30665 Vault Link
http://plansrv1/bridgemaintvault/b30665 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.13359444 Longitude DD
-98.60086389 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30053 x
-10976197.9600117 y
4182050.9477857 |
|||||||||||||||||||||||||||||||||||||
| 30585 | 7281 0567 X | 30585 | — | S.H. 266 | U.S. 169 UNDER | -1 | 40ft.X78ft.X78ft.X40ft.W-BM.SPANS 84ft.CL.RDY.W/42in.F-SHAPED PARPET | 2014 | 36.22055556 | -95.85138889 | 236.499 | 87.001 | — | 4 | 0 | 5 | 83.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30051 BRKEY
30585 NBI No.
30585 On Under
1 Structure No.
7281 0567 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 266 Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
5.8 N JCT I 44 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2014 ADT Total
10700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
83.999 Ref. Underclearance Rt.
H Underclearance Right
23.999 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
83.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
236.499 Deck Width
87.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
55.6 HS Inv. Rating Method
3 HS Inv. Method
42.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
17120 Future ADT Year
2042 Bypass Detour
0.7705 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1501 Max Measured Clearance
1800 Min Measured Clearance
1709 NBI Rating
30585 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.X78ft.X78ft.X40ft.W-BM.SPANS 84ft.CL.RDY.W/42in.F-SHAPED PARPET Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4425 Latitude
36:13:14 Longitude
-95:51:05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 266 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
30585 Vault Link
http://plansrv1/bridgemaintvault/b30585 GIS FO/SD
Meets Standards H Inv. Method
42.8 Latitude DD
36.22055556 Longitude DD
-95.85138889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
30051 x
-10670127.8030628 y
4331012.06977675 |
|||||||||||||||||||||||||||||||||||||
| 30390 | 7708 0215 X | 30390 | — | S.H. 15 | TURKEY CREEK | -1 | 55ft.-70ft.-55ft. TYPE III PCB W/TR-4 | 2016 | 36.399144 | -99.573622 | 180 | 42.5 | — | 3 | 0 | 2 | 40.299 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | 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 | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30036 BRKEY
30390 NBI No.
30390 On Under
1 Structure No.
7708 0215 X Control No.
008 Lane Ind.
Milepoint
02150 Facility Carried
S.H. 15 Feature Intersected
TURKEY CREEK Division
06 County
153 Location
2.2 NE ELLIS CO. Sufficiency
88 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.299 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
3500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180 Deck Width
42.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
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
48.4 HS Inv. Rating Method
3 HS Inv. Method
37.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5600 Future ADT Year
2042 Bypass Detour
44.740001 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
30390 ODOT County
77 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.-70ft.-55ft. TYPE III PCB W/TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:23:56.92 Longitude
-99:34:25.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 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
30390 Vault Link
http://plansrv1/bridgemaintvault/b30390 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
36.399144 Longitude DD
-99.573622 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30036 x
-11084484.8974819 y
4355682.87797519 |
|||||||||||||||||||||||||||||||||||||
| 30389 | 7526 0509 X | 30389 | — | S.H. 55 | ELK CREEK | -1 | 4-100ft. P/S CONC. BEAMS, SK. 30 DEG. R.F. | 2016 | 35.160361 | -99.270189 | 402.001 | 42.001 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30035 BRKEY
30389 NBI No.
30389 On Under
1 Structure No.
7526 0509 X Control No.
026 Lane Ind.
Milepoint
05090 Facility Carried
S.H. 55 Feature Intersected
ELK CREEK Division
05 County
149 Location
5.1 E OF BECKHAM C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00055 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
610 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
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
402.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.8 HS Inv. Rating Method
3 HS Inv. Method
56.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
976 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30389 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. P/S CONC. BEAMS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:09:37.3 Longitude
-99:16:12.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30389 Vault Link
http://plansrv1/bridgemaintvault/b30389 GIS FO/SD
Meets Standards H Inv. Method
56.2 Latitude DD
35.160361 Longitude DD
-99.270189 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30035 x
-11050706.890432 y
4185694.97383573 |
|||||||||||||||||||||||||||||||||||||
| 30388 | 7526 1001 X | 30388 | — | S.H. 55 | DRY ELK CREEK | -1 | 45ft.-50ft.-45ft. P/S CONCRETE BEAM SPANS | 2014 | 35.16035833 | -99.18294444 | 140 | 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) | 98.4 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30034 BRKEY
30388 NBI No.
30388 On Under
1 Structure No.
7526 1001 X Control No.
026 Lane Ind.
Milepoint
10010 Facility Carried
S.H. 55 Feature Intersected
DRY ELK CREEK Division
05 County
149 Location
.5 W JCT. S.H. 44 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00055 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
610 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
140 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
6 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
48.8 HS Inv. Rating Method
3 HS Inv. Method
37.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
976 Future ADT Year
2042 Bypass Detour
32.929999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30388 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-50ft.-45ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:09:37.29 Longitude
-99:10:58.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30388 Vault Link
http://plansrv1/bridgemaintvault/b30388 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
35.16035833 Longitude DD
-99.18294444 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30034 x
-11040994.8704383 y
4185694.61027949 |
|||||||||||||||||||||||||||||||||||||
| 30685 | 7236 1109 X | 30685 | — | S.H. 11 | DELAWARE CREEK | -1 | 50ft.X100ft.X50ft.PC BM.SPANS 40ft.CL.RDY. W/TR-4 RAIL | 2016 | 36.27361111 | -95.97361111 | 200.5 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | 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 | 16 - Minor Arterial (Urban) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30031 BRKEY
30685 NBI No.
30685 On Under
1 Structure No.
7236 1109 X Control No.
036 Lane Ind.
Milepoint
11090 Facility Carried
S.H. 11 Feature Intersected
DELAWARE CREEK Division
08 County
143 Location
11 S OF WASHINGTON C/L Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00011 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
16 - Minor Arterial (Urban) Year Built
2016 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.5 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
83.7 HS Inv. Rating Method
3 HS Inv. Method
60.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4760 Future ADT Year
2042 Bypass Detour
29.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30685 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.X100ft.X50ft.PC BM.SPANS 40ft.CL.RDY. W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:16:25 Longitude
-95:58:25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30685 Vault Link
http://plansrv1/bridgemaintvault/b30685 GIS FO/SD
Meets Standards H Inv. Method
60.6 Latitude DD
36.27361111 Longitude DD
-95.97361111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30031 x
-10683733.5183569 y
4338335.44547314 |
|||||||||||||||||||||||||||||||||||||
| 30684 | 7236 1527 X | 30684 | — | S.H. 11 | FLAT ROCK CREEK | -1 | 71ft.X90ft.X46ft. P.C. BEAM, 50ft. CLR RDWY, W/TR-4 RAIL | 2016 | 36.21333333 | -95.97555556 | 206.5 | 65.5 | — | 3 | 0 | 4 | 50 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 12000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30030 BRKEY
30684 NBI No.
30684 On Under
1 Structure No.
7236 1527 X Control No.
036 Lane Ind.
Milepoint
15270 Facility Carried
S.H. 11 Feature Intersected
FLAT ROCK CREEK Division
08 County
143 Location
15.2 S OF WASHINGTON C/L Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
2016 ADT Total
12000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
02 Length
206.5 Deck Width
65.5 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
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.7 HS Inv. Rating Method
3 HS Inv. Method
45.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30684 ODOT County
72 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
6.68 Rt. Curb SW
6.68 Description
71ft.X90ft.X46ft. P.C. BEAM, 50ft. CLR RDWY, W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:12:48 Longitude
-95:58:32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30684 Vault Link
http://plansrv1/bridgemaintvault/b30684 GIS FO/SD
FO H Inv. Method
45.3 Latitude DD
36.21333333 Longitude DD
-95.97555556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30030 x
-10683949.9735407 y
4330015.55353521 |
|||||||||||||||||||||||||||||||||||||
| 30682 | 6916 1715 X | 30682 | — | S.H. 53 | NEGRO CREEK | -1 | 70ft.-100ft.-100ft. P.C. BM. SPANS 40.0ft. CL. RDY. W/TR-4 RAIL | 2016 | 34.330017 | -97.690247 | 270.499 | 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) | 99.1 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30028 BRKEY
30682 NBI No.
30682 On Under
1 Structure No.
6916 1715 X Control No.
016 Lane Ind.
Milepoint
17150 Facility Carried
S.H. 53 Feature Intersected
NEGRO CREEK Division
07 County
137 Location
5.9 W OF JCT S.H. 89 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2016 ADT Total
490 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
270.499 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.8 HS Inv. Rating Method
3 HS Inv. Method
36.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
784 Future ADT Year
2042 Bypass Detour
24.2 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
30682 ODOT County
69 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
70ft.-100ft.-100ft. P.C. BM. SPANS 40.0ft. 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
34:19:48.06 Longitude
-97:41:24.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42 NBI Text
30682 Vault Link
http://plansrv1/bridgemaintvault/b30682 GIS FO/SD
Meets Standards H Inv. Method
36.7 Latitude DD
34.330017 Longitude DD
-97.690247 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30028 x
-10874828.5515091 y
4073201.79645491 |
|||||||||||||||||||||||||||||||||||||
| 30661 | 0836F0211 X | 30661 | — | S.H. 58 | CEDAR CREEK | 60ft.-75ft.-60ft. PCB BRIDGE | 1901 | 35.13215556 | -98.60085 | 639.764 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | -1 | -1 | 5 | Unmatched | |
|
Raw data
OBJECTID
30007 BRKEY
30661 NBI No.
30661 On Under
1 Structure No.
0836F0211 X Control No.
036 Lane Ind.
Milepoint
02110 Facility Carried
S.H. 58 Feature Intersected
CEDAR CREEK Division
07 County
015 Location
2 N OF S.H. 9 JCT Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
-1 ADT Year
-1 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
639.764 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
-1 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
30661 ODOT County
08 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
60ft.-75ft.-60ft. PCB BRIDGE Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:07:55.76 Longitude
-98:36:03.06 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 58 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30661 Vault Link
http://plansrv1/bridgemaintvault/b30661 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.13215556 Longitude DD
-98.60085 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30007 x
-10976196.4137839 y
4181855.09117189 |
|||||||||||||||||||||||||||||||||||||
| 30659 | 0836 0069 X | 30659 | — | S.H. 58 | WASHITA RIVER | (4)100ft.-130ft.-100ft. PCB BRIDGE | 2018 | 35.112778 | -98.603056 | 731 | 62 | — | 5 | 0 | 2 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30005 BRKEY
30659 NBI No.
30659 On Under
1 Structure No.
0836 0069 X Control No.
036 Lane Ind.
Milepoint
00690 Facility Carried
S.H. 58 Feature Intersected
WASHITA RIVER Division
07 County
015 Location
.7 N S.H. 9 JCT Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
99 Underclearance Left
99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
731 Deck Width
62 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
74 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2000 Future ADT Year
2042 Bypass Detour
29.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30659 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
10 Description
(4)100ft.-130ft.-100ft. PCB BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:06:46 Longitude
-98:36:11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
87 NBI Text
30659 Vault Link
http://plansrv1/bridgemaintvault/b30659 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.112778 Longitude DD
-98.603056 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30005 x
-10976441.9845806 y
4179217.80500898 |
|||||||||||||||||||||||||||||||||||||
| 30658 | 2216 1222 X | 30658 | — | U.S. 270 | LITTLE ROBE CREEK | 3-12ft.X12ft.X324ft. RCB SK 30 RF | 2023 | 36.014253 | -98.777703 | 118.11 | 321 | — | 3 | 30 | 4 | 72 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 02 - Principal Arterial Other (Rural) | B | 4920 | 2019 | 5 | Unmatched | |
|
Raw data
OBJECTID
30004 BRKEY
30658 NBI No.
30658 On Under
1 Structure No.
2216 1222 X Control No.
016 Lane Ind.
Milepoint
12220 Facility Carried
U.S. 270 Feature Intersected
LITTLE ROBE CREEK Division
05 County
043 Location
12.6 MI SE US 60 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2023 ADT Total
4920 ADT Year
2019 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
72 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
17 Appr. Roadway Width
72 Span Type Main
M Material
1 - Concrete Design
19 Length
118.11 Deck Width
321 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
254.9 HS Inv. Rating Method
3 HS Inv. Method
196.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7520 Future ADT Year
2039 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30658 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X12ft.X324ft. RCB SK 30 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:00:51.31 Longitude
-98:46:39.73 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30658 Vault Link
http://plansrv1/bridgemaintvault/b30658 GIS FO/SD
Meets Standards H Inv. Method
196.6 Latitude DD
36.014253 Longitude DD
-98.777703 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30004 x
-10995883.5996892 y
4302582.74013438 |
|||||||||||||||||||||||||||||||||||||
| 30477 | 2814 1020 X | 30477 | — | S.H. 34 | SALT FORK OF RED RIVER | -1 | 10-100ft. P/S CONC. BEAM SPANS | 2015 | 34.85671667 | -99.51068333 | 1000 | 42.001 | — | 10 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Very good (8) | 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 | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29997 BRKEY
30477 NBI No.
30477 On Under
1 Structure No.
2814 1020 X Control No.
014 Lane Ind.
Milepoint
10200 Facility Carried
S.H. 34 Feature Intersected
SALT FORK OF RED RIVER Division
05 County
055 Location
1.2 S OF U.S.283 JCT Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
10 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1000 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
960 Future ADT Year
2042 Bypass Detour
39 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
30477 ODOT County
28 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
10-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:51:24.18 Longitude
-99:30:38.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30477 Vault Link
http://plansrv1/bridgemaintvault/b30477 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.85671667 Longitude DD
-99.51068333 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29997 x
-11077478.5967863 y
4144426.51967339 |
|||||||||||||||||||||||||||||||||||||
| 30476 | 3320 0219 X | 30476 | — | S.H. 5 | SANDY CREEK | 65ft.-90ft.-90ft.-65ft. P/S CONC. BEAMS SK. 30 LF | 2020 | 34.479372 | -99.678633 | 313 | 42 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 245 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29996 BRKEY
30476 NBI No.
30476 On Under
1 Structure No.
3320 0219 X Control No.
020 Lane Ind.
Milepoint
02190 Facility Carried
S.H. 5 Feature Intersected
SANDY CREEK Division
05 County
065 Location
2.3 NW OF S.H. 6 JCT Sufficiency
99.8 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
245 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
5 - Prestressed Concrete Design
02 Length
313 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
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
35 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
395 Future ADT Year
2042 Bypass Detour
0 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
30476 ODOT County
33 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
65ft.-90ft.-90ft.-65ft. P/S CONC. BEAMS SK. 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:28:45.74 Longitude
-99:40:43.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 5 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
30476 Vault Link
http://plansrv1/bridgemaintvault/b30476 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.479372 Longitude DD
-99.678633 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29996 x
-11096174.6685296 y
4093353.04178962 |
|||||||||||||||||||||||||||||||||||||
| 30472 | 7231 0113 X | 30472 | — | S.H. 266 | QUARRY RD. UNDER | -1 | 20ft. X 15ft. X 110ft. RIGID FRAME BOX | 1968 | 36.22027778 | -95.83138889 | 20 | 0 | — | 1 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29992 BRKEY
30472 NBI No.
30472 On Under
1 Structure No.
7231 0113 X Control No.
031 Lane Ind.
Milepoint
01130 Facility Carried
S.H. 266 Feature Intersected
QUARRY RD. UNDER Division
08 County
143 Location
1.1E OF U.S. 169 Sufficiency
68.9 Kind Hwy
3 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
84 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1968 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
20 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
N Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
2 Bridge Posting
5 Waterway Adequacy
N 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
14240 Future ADT Year
2042 Bypass Detour
13.999965 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1405 Max Measured Clearance
1409 Min Measured Clearance
1409 NBI Rating
30472 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. X 15ft. X 110ft. RIGID FRAME BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
93.774 Latitude
36:13:13 Longitude
-95:49:53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 266 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30472 Vault Link
http://plansrv1/bridgemaintvault/b30472 GIS FO/SD
FO H Inv. Method
99.98 Latitude DD
36.22027778 Longitude DD
-95.83138889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29992 x
-10667901.413247 y
4330973.74026253 |
|||||||||||||||||||||||||||||||||||||
| 30468 | 4306 2173 X | 30468 | — | S.H. 32 | CREEK | -1 | 2-12ft. X 10ft. & 2-12ft. X 12ft. RCB | 2018 | 33.940256 | -97.182483 | 27 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | 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 | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29970 BRKEY
30468 NBI No.
30468 On Under
1 Structure No.
4306 2173 X Control No.
006 Lane Ind.
Milepoint
21730 Facility Carried
S.H. 32 Feature Intersected
CREEK Division
07 County
085 Location
2.9 W OF JCT U.S. 77 Sufficiency
88.7 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
3800 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
15 Appr. Roadway Width
42 Span Type Main
M Material
1 - Concrete Design
19 Length
27 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.
9 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
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
39 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30468 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 10ft. & 2-12ft. X 12ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
33:56:25 Longitude
-97:10:56.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21 NBI Text
30468 Vault Link
http://plansrv1/bridgemaintvault/b30468 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
33.940256 Longitude DD
-97.182483 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29970 x
-10818304.521586 y
4020782.68494891 |
|||||||||||||||||||||||||||||||||||||
| 30467 | 4306 1736 X | 30467 | — | S.H. 32 | BONE CREEK | -1 | 2-10 X 8ft. & 2-10ft. X 10ft. RCB SK 30 | 2017 | 33.940208 | -97.258836 | 20 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29969 BRKEY
30467 NBI No.
30467 On Under
1 Structure No.
4306 1736 X Control No.
006 Lane Ind.
Milepoint
17360 Facility Carried
S.H. 32 Feature Intersected
BONE CREEK Division
07 County
085 Location
17.7 E OF JEFFERSON C/L Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 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
2100 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
32.001 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
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
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
39 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
30467 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 X 8ft. & 2-10ft. X 10ft. RCB SK 30 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:56:24.75 Longitude
-97:15:31.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19 NBI Text
30467 Vault Link
http://plansrv1/bridgemaintvault/b30467 GIS FO/SD
Meets Standards H Inv. Method
99.98 Latitude DD
33.940208 Longitude DD
-97.258836 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29969 x
-10826804.0986665 y
4020776.24424991 |
|||||||||||||||||||||||||||||||||||||
| 30466 | 4306 2362 X | 30466 | — | S.H. 32 | CREEK | -1 | 2-10ft.X5ft. RCB | 2018 | 33.940258 | -97.149508 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | 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 | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29968 BRKEY
30466 NBI No.
30466 On Under
1 Structure No.
4306 2362 X Control No.
006 Lane Ind.
Milepoint
23620 Facility Carried
S.H. 32 Feature Intersected
CREEK Division
07 County
085 Location
1.2 W OF JCT U.S. 77 Sufficiency
88.7 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
3800 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
10 Appr. Roadway Width
42 Span Type Main
M Material
1 - Concrete Design
19 Length
23 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
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
39 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30466 ODOT County
43 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.X5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:56:25 Longitude
-97:08:58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
30466 Vault Link
http://plansrv1/bridgemaintvault/b30466 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
33.940258 Longitude DD
-97.149508 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29968 x
-10814633.7613771 y
4020782.95331145 |
|||||||||||||||||||||||||||||||||||||
| 30375 | 7293 1238 X | 30375 | — | 116TH ST. NORTH | U.S. 75 UNDER | -1 | 2-108ft.TYPE IV CONT.PS BM.SPANS 62ft.CLR.RWY.W/F-SHAPED PARAPETS. | 2013 | 36.322031 | -95.9236 | 216.499 | 65 | — | 2 | 0 | 2 | 62.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 13800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29967 BRKEY
30375 NBI No.
30375 On Under
1 Structure No.
7293 1238 X Control No.
093 Lane Ind.
Milepoint
12380 Facility Carried
116TH ST. NORTH Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
3MI. S. OF S.H. 20 JCT Sufficiency
84.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
62.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
13800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
62.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
216.499 Deck Width
65 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
98.3 HS Inv. Rating Method
3 HS Inv. Method
47.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
22080 Future ADT Year
2042 Bypass Detour
41.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1611 Min Measured Clearance
1610 NBI Rating
30375 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-108ft.TYPE IV CONT.PS BM.SPANS 62ft.CLR.RWY.W/F-SHAPED PARAPETS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8626 Latitude
36:19:19.31 Longitude
-95:55:24.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
116TH ST.NORTH 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
30375 Vault Link
http://plansrv1/bridgemaintvault/b30375 GIS FO/SD
Meets Standards H Inv. Method
47.4 Latitude DD
36.322031 Longitude DD
-95.9236 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29967 x
-10678166.3070577 y
4345023.2952286 |
|||||||||||||||||||||||||||||||||||||
| 30373 | 3516 1560 X | 30373 | — | S.H. 22 | BUTCHER PEN CREEK | -1 | 45ft.-70ft.-45ft. TYPE III PC BM SPANS W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL | 2016 | 34.160186 | -96.565842 | 160.499 | 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) | 99.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 420 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29965 BRKEY
30373 NBI No.
30373 On Under
1 Structure No.
3516 1560 X Control No.
016 Lane Ind.
Milepoint
15600 Facility Carried
S.H. 22 Feature Intersected
BUTCHER PEN CREEK Division
03 County
069 Location
4.3 MI. W JCT SH 78 Sufficiency
99.6 Kind Hwy
3 Level Service
1 Route No.
00022 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
420 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.499 Deck Width
42.201 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
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
762 Future ADT Year
2042 Bypass Detour
13.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30373 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-70ft.-45ft. TYPE III PC BM SPANS W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9553 Latitude
34:09:36.67 Longitude
-96:33:57.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 22 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
30373 Vault Link
http://plansrv1/bridgemaintvault/b30373 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.160186 Longitude DD
-96.565842 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29965 x
-10749660.3594637 y
4050331.42646496 |
|||||||||||||||||||||||||||||||||||||
| 30650 | 3528 0688 X | 30650 | — | S.H. 99 | BUZZARD CREEK | -1 | 110ft. TYPE BT-72 P.C. BM.SINGLE SPAN X 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL, NO SKEW | 2018 | 34.329353 | -96.657886 | 110.499 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.2 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29960 BRKEY
30650 NBI No.
30650 On Under
1 Structure No.
3528 0688 X Control No.
028 Lane Ind.
Milepoint
06880 Facility Carried
S.H. 99 Feature Intersected
BUZZARD CREEK Division
03 County
069 Location
1.8 MI S JCT S.H. 7 Sufficiency
89.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2018 ADT Total
1500 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
110.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
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
51 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
78.299999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30650 ODOT County
35 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
110ft. TYPE BT-72 P.C. BM.SINGLE SPAN X 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:19:45.67 Longitude
-96:39:28.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30650 Vault Link
http://plansrv1/bridgemaintvault/b30650 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.329353 Longitude DD
-96.657886 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29960 x
-10759906.6506743 y
4073112.28860176 |
|||||||||||||||||||||||||||||||||||||
| 30648 | 4504 0235EX | 30648 | — | U.S. 70 N.B. | LITTLE RIVER O'FLOW | 4-72ft. TYPE IIII SPANS X 39ft. CLR RDWY | 2017 | 33.947725 | -94.758183 | 288 | 41 | — | 4 | 0 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 12300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29958 BRKEY
30648 NBI No.
30648 On Under
1 Structure No.
4504 0235EX Control No.
004 Lane Ind.
E Milepoint
02350 Facility Carried
U.S. 70 N.B. Feature Intersected
LITTLE RIVER O'FLOW Division
02 County
089 Location
2.4 N JCT U.S. 70 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39 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
2017 ADT Total
12300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
39 Ref. Underclearance Rt.
N Underclearance Right
99.99 Underclearance Left
99.99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
288 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12300 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
1 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
30648 ODOT County
45 Nav. Control
N Nav. HC
99.99 Lft. Br. Nav. Cl.
99.99 Nav. VC
99.99 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-72ft. TYPE IIII SPANS X 39ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:56:51.81 Longitude
-94:45:29.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
30648 Vault Link
http://plansrv1/bridgemaintvault/b30648 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
33.947725 Longitude DD
-94.758183 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29958 x
-10548432.6800558 y
4021784.9287998 |
|||||||||||||||||||||||||||||||||||||
| 30647 | 4504 0259EX | 30647 | — | U.S. 70 N.B. | LITTLE RIVER O'FLOW | 6-72ft. TYPE IIII SPANS X 40ft.-2in. CLR. RDWY | 2017 | 33.951114 | -94.757481 | 433 | 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 | 02 - Principal Arterial Other (Rural) | C | 12300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29957 BRKEY
30647 NBI No.
30647 On Under
1 Structure No.
4504 0259EX Control No.
004 Lane Ind.
E Milepoint
02590 Facility Carried
U.S. 70 N.B. Feature Intersected
LITTLE RIVER O'FLOW Division
02 County
089 Location
12.6 N JCT. U.S. 70 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
12300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99 Underclearance Left
99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
433 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12300 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
1 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
30647 ODOT County
45 Nav. Control
0 Nav. HC
99 Lft. Br. Nav. Cl.
Nav. VC
99 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-72ft. TYPE IIII SPANS X 40ft.-2in. CLR. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:57:04.01 Longitude
-94:45:26.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12 NBI Text
30647 Vault Link
http://plansrv1/bridgemaintvault/b30647 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
33.951114 Longitude DD
-94.757481 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29957 x
-10548354.5337733 y
4022239.71807059 |