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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 31183 | 5563 0854 X | 31183 | — | S.H. 74 | BLUFF CREEK TRIB. | -1 | 3-12ft. X 8ft.(11) X 529ft. RCB | 2015 | 35.62644444 | -97.58550278 | 37.999 | 0 | — | 3 | 0 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | 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 | 18112 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30938 BRKEY
31183 NBI No.
31183 On Under
1 Structure No.
5563 0854 X Control No.
063 Lane Ind.
Milepoint
08540 Facility Carried
S.H. 74 Feature Intersected
BLUFF CREEK TRIB. Division
04 County
109 Location
1.18 N JCT KILPATRICK TP Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
18112 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
10 Fill RCB
Appr. Roadway Width
158.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77.603 HS Inv. Rating Method
3 HS Inv. Method
59.856 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
28980 Future ADT Year
2042 Bypass Detour
10.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31183 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 8ft.(11) X 529ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:37:35.2 Longitude
-97:35:07.81 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31183 Vault Link
http://plansrv1/bridgemaintvault/b31183 GIS FO/SD
Meets Standards H Inv. Method
38.14 Latitude DD
35.62644444 Longitude DD
-97.58550278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30938 x
-10863168.4782752 y
4249341.69771978 |
|||||||||||||||||||||||||||||||||||||
| 31182 | 5563 0832EX | 31182 | — | S.H. 74 | N.W. 150TH UNDER | -1 | 101ft.-100ft.-101ft. P.C. BEAM SPANS X 38ft. CLY RDWY, F-SHAPE RAILS | 2016 | 35.623056 | -97.585833 | 302.949 | 41.001 | — | 3 | 9 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30937 BRKEY
31182 NBI No.
31182 On Under
1 Structure No.
5563 0832EX Control No.
063 Lane Ind.
E Milepoint
08320 Facility Carried
S.H. 74 Feature Intersected
N.W. 150TH UNDER Division
04 County
109 Location
1 N JCT KILPATRICK TP Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2016 ADT Total
23000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
9 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.949 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
86 HS Inv. Rating Method
3 HS Inv. Method
49.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
28980 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1903 Min Measured Clearance
1808 NBI Rating
31182 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft.-100ft.-101ft. P.C. BEAM SPANS X 38ft. CLY RDWY, F-SHAPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7646 Latitude
35:37:23 Longitude
-97:35:09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 74 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
31182 Vault Link
http://plansrv1/bridgemaintvault/b31182 GIS FO/SD
Meets Standards H Inv. Method
49.8 Latitude DD
35.623056 Longitude DD
-97.585833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30937 x
-10863205.2381974 y
4248877.65173879 |
|||||||||||||||||||||||||||||||||||||
| 31181 | 5563 0832WX | 31181 | — | S.H. 74 | N.W. 150TH UNDER | -1 | 101ft.-100ft.-101ft. P.C. BEAM, 38ft. RDWY, F-SHP | 2015 | 35.623056 | -97.586194 | 301.099 | 41.001 | — | 3 | 9 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30936 BRKEY
31181 NBI No.
31181 On Under
1 Structure No.
5563 0832WX Control No.
063 Lane Ind.
W Milepoint
08320 Facility Carried
S.H. 74 Feature Intersected
N.W. 150TH UNDER Division
04 County
109 Location
1 N. JCT KILPATRICK TP Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
23000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
9 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.099 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
86 HS Inv. Rating Method
3 HS Inv. Method
49.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
28980 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1810 Min Measured Clearance
1810 NBI Rating
31181 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft.-100ft.-101ft. P.C. BEAM, 38ft. RDWY, F-SHP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.1992 Latitude
35:37:23 Longitude
-97:35:10.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 74 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
31181 Vault Link
http://plansrv1/bridgemaintvault/b31181 GIS FO/SD
Meets Standards H Inv. Method
49.8 Latitude DD
35.623056 Longitude DD
-97.586194 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30936 x
-10863245.4245336 y
4248877.65173879 |
|||||||||||||||||||||||||||||||||||||
| 31180 | 7281 0755 X | 31180 | — | U.S. 169 | BIRD CK.O/FLOW/RD.UNDER | -1 | 4-125ft. STEEL I-BEAM BRIDGE WITH 30 SKEW L.F., 108ft.-0in. CLEAR ROADWAY/ AND 42in. SHAPED PARAPET | 2016 | 36.2475 | -95.848056 | 378.33 | 111.001 | — | 3 | 30 | 4 | 107.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30935 BRKEY
31180 NBI No.
31180 On Under
1 Structure No.
7281 0755 X Control No.
081 Lane Ind.
Milepoint
07550 Facility Carried
U.S. 169 Feature Intersected
BIRD CK.O/FLOW/RD.UNDER Division
08 County
143 Location
7.54 N I-244 INTERCHANGE Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
52.91 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2016 ADT Total
57900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
107.999 Ref. Underclearance Rt.
N Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.91 Span Type Main
M Material
3 - Steel Design
02 Length
378.33 Deck Width
111.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.7 HS Inv. Rating Method
3 HS Inv. Method
45.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
78800 Future ADT Year
2042 Bypass Detour
15 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
31180 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-125ft. STEEL I-BEAM BRIDGE WITH 30 SKEW L.F., 108ft.-0in. CLEAR ROADWAY/ AND 42in. SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:14:51 Longitude
-95:50:53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
31180 Vault Link
http://plansrv1/bridgemaintvault/b31180 GIS FO/SD
Meets Standards H Inv. Method
45.2 Latitude DD
36.2475 Longitude DD
-95.848056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
30935 x
-10669756.7874452 y
4334730.64949675 |
|||||||||||||||||||||||||||||||||||||
| 31370 | 6340 0762NX | 31370 | — | I-40 WB | OLD U.S. 270 UNDER | -1 | 72ft.-82ft.-93ft. PLATED GIRDER SPANS X 50.0ft. CLR. RDWY SKEWED 45 DEG RF W/ F-SHAPRED PARAPETS | 2018 | 35.382222 | -97.009722 | 252.402 | 52.999 | — | 3 | 45 | 2 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 38000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30927 BRKEY
31370 NBI No.
31370 On Under
1 Structure No.
6340 0762NX Control No.
040 Lane Ind.
N Milepoint
07620 Facility Carried
I-40 WB Feature Intersected
OLD U.S. 270 UNDER Division
03 County
125 Location
7.6 MI. E. OKLA. C/L Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.7 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
2018 ADT Total
38000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
252.402 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.1 HS Inv. Rating Method
3 HS Inv. Method
47.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
53200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31370 ODOT County
63 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
72ft.-82ft.-93ft. PLATED GIRDER SPANS X 50.0ft. CLR. RDWY SKEWED 45 DEG RF W/ F-SHAPRED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:22:56 Longitude
-97:00:35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31370 Vault Link
http://plansrv1/bridgemaintvault/b31370 GIS FO/SD
Meets Standards H Inv. Method
47.8 Latitude DD
35.382222 Longitude DD
-97.009722 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30927 x
-10799072.855037 y
4215945.66811189 |
|||||||||||||||||||||||||||||||||||||
| 31369 | 2512 0753 X | 31369 | — | S.H. 19 | PEAVINE CREEK | 3-14 ft. X 12 ft. RCB X 90 ft. CLR. RWDY. RCB W/ 6 ft. CURTAIN WALLS, NO SKEW | 2022 | 34.796525 | -97.121131 | 44 | 0 | — | 3 | 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 | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30926 BRKEY
31369 NBI No.
31369 On Under
1 Structure No.
2512 0753 X Control No.
012 Lane Ind.
Milepoint
07530 Facility Carried
S.H. 19 Feature Intersected
PEAVINE CREEK Division
03 County
049 Location
7.53 E JCT U.S. 77 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2022 ADT Total
2600 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
15 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44 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.
3 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
87.6 HS Inv. Rating Method
3 HS Inv. Method
67.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3600 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
31369 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14 ft. X 12 ft. RCB X 90 ft. CLR. RWDY. RCB W/ 6 ft. CURTAIN WALLS, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:47:47.49 Longitude
-97:07:16.07 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31369 Vault Link
http://plansrv1/bridgemaintvault/b31369 GIS FO/SD
Meets Standards H Inv. Method
67.4 Latitude DD
34.796525 Longitude DD
-97.121131 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30926 x
-10811474.8481868 y
4136263.96926541 |
|||||||||||||||||||||||||||||||||||||
| 31368 | 0214 0021 X | 31368 | — | S.H. 8B | EAGLE CHIEF CREEK | -1 | 95ft.-95ft.-55ft. TYPE IV AND TYPE III PC BEAM | 2017 | 36.50638889 | -98.44055556 | 245 | 42 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | 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) | B | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30925 BRKEY
31368 NBI No.
31368 On Under
1 Structure No.
0214 0021 X Control No.
014 Lane Ind.
Milepoint
00210 Facility Carried
S.H. 8B Feature Intersected
EAGLE CHIEF CREEK Division
06 County
003 Location
.5 W JCT S.H. 8 Sufficiency
87.9 Kind Hwy
3 Level Service
1 Route No.
0008B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
245 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
910 Future ADT Year
2042 Bypass Detour
122.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31368 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
95ft.-95ft.-55ft. TYPE IV AND TYPE III PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:30:23 Longitude
-98:26:26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8B 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
31368 Vault Link
http://plansrv1/bridgemaintvault/b31368 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
36.50638889 Longitude DD
-98.44055556 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30925 x
-10958352.5183461 y
4370525.29171061 |
|||||||||||||||||||||||||||||||||||||
| 31367 | 3716 1138 X | 31367 | — | S.H. 51 | SKELETON CREEK | 4-105ft. & 2-65ft. TYPE IV PC BEAM | 2018 | 36.115833 | -97.694167 | 550 | 42 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30924 BRKEY
31367 NBI No.
31367 On Under
1 Structure No.
3716 1138 X Control No.
016 Lane Ind.
Milepoint
11380 Facility Carried
S.H. 51 Feature Intersected
SKELETON CREEK Division
04 County
073 Location
11.3 E JCT U.S. 81 Sufficiency
91 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
550 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 Future ADT Year
2042 Bypass Detour
52.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31367 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-105ft. & 2-65ft. TYPE IV PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:06:57 Longitude
-97:41:39 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
NBI Text
31367 Vault Link
http://plansrv1/bridgemaintvault/b31367 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.115833 Longitude DD
-97.694167 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30924 x
-10875264.923913 y
4316571.54197213 |
|||||||||||||||||||||||||||||||||||||
| 31366 | 3002 2142 X | 31366 | — | U.S. 64 | UNNAMED CREEK | -1 | 3-12ft. X 6ft. STANDARD RCB WITH END SECTIONS | 2017 | 36.82697778 | -99.631575 | 37.999 | 65.2 | — | 3 | 0 | 2 | 63.3 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | 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 | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30923 BRKEY
31366 NBI No.
31366 On Under
1 Structure No.
3002 2142 X Control No.
002 Lane Ind.
Milepoint
21420 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
06 County
059 Location
.08 W OF JCTU.S. 183 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.3 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2017 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
63.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
02 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
65.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
94.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31366 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 6ft. STANDARD RCB WITH END SECTIONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:49:37.12 Longitude
-99:37:53.67 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31366 Vault Link
http://plansrv1/bridgemaintvault/b31366 GIS FO/SD
Meets Standards H Inv. Method
56.3 Latitude DD
36.82697778 Longitude DD
-99.631575 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30923 x
-11090936.1959318 y
4415017.0832456 |
|||||||||||||||||||||||||||||||||||||
| 31365 | 2908 1114 X | 31365 | — | S.H. 30 | SALT FORK OF RED RIVER | 10-100ft. P/S CONC. BEAM SPANS | 2018 | 34.843222 | -99.912556 | 1000 | 42 | — | 10 | 0 | 2 | 40 | 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 | 07 - Major Collector (Rural) | B | 412 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30922 BRKEY
31365 NBI No.
31365 On Under
1 Structure No.
2908 1114 X Control No.
008 Lane Ind.
Milepoint
11140 Facility Carried
S.H. 30 Feature Intersected
SALT FORK OF RED RIVER Division
05 County
057 Location
11.2 N JCT U.S. 62 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00030 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
412 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
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1000 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
84 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
618 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
31365 ODOT County
29 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
H Index
Latitude
34:50:35.6 Longitude
-99:54:45.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 30 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
31365 Vault Link
http://plansrv1/bridgemaintvault/b31365 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
34.843222 Longitude DD
-99.912556 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30922 x
-11122214.8577744 y
4142595.99792263 |
|||||||||||||||||||||||||||||||||||||
| 31272 | 7508 0414 X | 31272 | — | S.H. 152 | TRAIL CREEK | -1 | 45-55-45 P/S CONC. BEAM SPANS | 2017 | 35.291369 | -99.291339 | 146.67 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30919 BRKEY
31272 NBI No.
31272 On Under
1 Structure No.
7508 0414 X Control No.
008 Lane Ind.
Milepoint
04140 Facility Carried
S.H. 152 Feature Intersected
TRAIL CREEK Division
05 County
149 Location
4.2 E OF BECKHAM COUNTY Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
146.67 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72.9 HS Inv. Rating Method
3 HS Inv. Method
38.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31 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
31272 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
45-55-45 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
35:17:28.93 Longitude
-99:17:28.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
31272 Vault Link
http://plansrv1/bridgemaintvault/b31272 GIS FO/SD
Meets Standards H Inv. Method
38.5 Latitude DD
35.291369 Longitude DD
-99.291339 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30919 x
-11053061.2976623 y
4203547.86303906 |
|||||||||||||||||||||||||||||||||||||
| 31178 | 7281 0695 X | 31178 | — | U.S. 169 | BIRD CREEK | -1 | 3-140ft.STEEL I-BEAM W/ 30 DEGREE SKEW R.F., 141ft. CL. RDY AND 42in. F SHAPED PARAPET | 2016 | 36.238611 | -95.847778 | 423 | 146 | — | 3 | 30 | 8 | 144 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30915 BRKEY
31178 NBI No.
31178 On Under
1 Structure No.
7281 0695 X Control No.
081 Lane Ind.
Milepoint
06950 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK Division
08 County
143 Location
6.97 N I-244 INTERCHANGE Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
65 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2016 ADT Total
57900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
144 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
65 Span Type Main
M Material
3 - Steel Design
02 Length
423 Deck Width
146 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
44.1 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
78800 Future ADT Year
2042 Bypass Detour
15 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
31178 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
3-140ft.STEEL I-BEAM W/ 30 DEGREE SKEW R.F., 141ft. CL. RDY AND 42in. F SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:14:19 Longitude
-95:50:52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
31178 Vault Link
http://plansrv1/bridgemaintvault/b31178 GIS FO/SD
Meets Standards H Inv. Method
33.9 Latitude DD
36.238611 Longitude DD
-95.847778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
30915 x
-10669725.8406267 y
4333503.74435498 |
|||||||||||||||||||||||||||||||||||||
| 31177 | 7281 0668EX | 31177 | — | U.S. 169 NB | E. 56TH ST. N. UNDER | -1 | 118ft.-118ft. STEEL GIRDER BRIDGE WITH SKEW R.F., 53ft.-0in. CLEAR ROADWAY AND 42in. F-SHAPED PARAPET | 2015 | 36.234722 | -95.848333 | 236.001 | 56.001 | — | 2 | 10 | 3 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30914 BRKEY
31177 NBI No.
31177 On Under
1 Structure No.
7281 0668EX Control No.
081 Lane Ind.
E Milepoint
06680 Facility Carried
U.S. 169 NB Feature Intersected
E. 56TH ST. N. UNDER Division
08 County
143 Location
6.68 N OF I-244 INTERCHAN Sufficiency
80.4 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2015 ADT Total
57900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
236.001 Deck Width
56.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.3 HS Inv. Rating Method
3 HS Inv. Method
44.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
78800 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
1809 Min Measured Clearance
1804 NBI Rating
31177 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
118ft.-118ft. STEEL GIRDER BRIDGE WITH SKEW R.F., 53ft.-0in. CLEAR ROADWAY AND 42in. F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:14:05 Longitude
-95:50:54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
31177 Vault Link
http://plansrv1/bridgemaintvault/b31177 GIS FO/SD
FO H Inv. Method
44 Latitude DD
36.234722 Longitude DD
-95.848333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
30914 x
-10669787.6229441 y
4332967.0085998 |
|||||||||||||||||||||||||||||||||||||
| 31176 | 7281 0668WX | 31176 | — | U.S. 169 SB | E. 56TH ST. N. UNDER | -1 | 118ft.-118ft. STEEL GIRDER BRIDGE WITH SKEW R.F., 53ft.-0in. CLEAR ROADWAY AND 42in. F-SHAPED PAPAPET | 2016 | 36.234722 | -95.848611 | 236.001 | 56.001 | — | 2 | 10 | 3 | 52.999 | 3 - Steel | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30913 BRKEY
31176 NBI No.
31176 On Under
1 Structure No.
7281 0668WX Control No.
081 Lane Ind.
W Milepoint
06680 Facility Carried
U.S. 169 SB Feature Intersected
E. 56TH ST. N. UNDER Division
08 County
143 Location
6.68 N OF I-244 INTERCHAN Sufficiency
99.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2016 ADT Total
57900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
2 Road Width
52.999 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.999 Span Type Main
M Material
3 - Steel Design
02 Length
236.001 Deck Width
56.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.3 HS Inv. Rating Method
3 HS Inv. Method
44.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
78800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31176 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
118ft.-118ft. STEEL GIRDER BRIDGE WITH SKEW R.F., 53ft.-0in. CLEAR ROADWAY AND 42in. F-SHAPED PAPAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:14:05 Longitude
-95:50:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
31176 Vault Link
http://plansrv1/bridgemaintvault/b31176 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
36.234722 Longitude DD
-95.848611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
30913 x
-10669818.5697626 y
4332967.0085998 |
|||||||||||||||||||||||||||||||||||||
| 31081 | 5604 0896EX | 31081 | — | US 62 / US 75 NB | DEEP FORK CREEK O'FLOW | -1 | 90ft. I-BEAM SPAN | 2016 | 35.558056 | -95.952778 | 90.499 | 41.001 | — | 1 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30908 BRKEY
31081 NBI No.
31081 On Under
1 Structure No.
5604 0896EX Control No.
004 Lane Ind.
E Milepoint
08960 Facility Carried
US 62 / US 75 NB Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
8.96 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
7950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
90.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.6 HS Inv. Rating Method
3 HS Inv. Method
47.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31081 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft. I-BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:29 Longitude
-95:57:10 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
31081 Vault Link
http://plansrv1/bridgemaintvault/b31081 GIS FO/SD
Meets Standards H Inv. Method
47.4 Latitude DD
35.558056 Longitude DD
-95.952778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30908 x
-10681414.38716 y
4239979.7212861 |
|||||||||||||||||||||||||||||||||||||
| 31080 | 5604 0930EX | 31080 | — | US 62 / US 75 NB | DEEP FORK CREEK O'FLOW | -1 | (3) 50ft. I-BEAM SPANS | 2016 | 35.563214 | -95.953933 | 150.499 | 41.001 | — | 5 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30907 BRKEY
31080 NBI No.
31080 On Under
1 Structure No.
5604 0930EX Control No.
004 Lane Ind.
E Milepoint
09300 Facility Carried
US 62 / US 75 NB Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
9.3 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
7950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
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
51.1 HS Inv. Rating Method
3 HS Inv. Method
39.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31080 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:47.57 Longitude
-95:57:14.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
31080 Vault Link
http://plansrv1/bridgemaintvault/b31080 GIS FO/SD
Meets Standards H Inv. Method
39.2 Latitude DD
35.563214 Longitude DD
-95.953933 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30907 x
-10681542.9611719 y
4240685.54251496 |
|||||||||||||||||||||||||||||||||||||
| 31079 | 5604 0950EX | 31079 | — | U.S. 62 /US 75 NB | DEEP FORK CREEK O'FLOW | -1 | (3) 65ft. I-BEAM SPANS | 2016 | 35.566111 | -95.954444 | 195.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | 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 | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30906 BRKEY
31079 NBI No.
31079 On Under
1 Structure No.
5604 0950EX Control No.
004 Lane Ind.
E Milepoint
09500 Facility Carried
U.S. 62 /US 75 NB Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
9.5 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
7950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
195.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 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
50.5 HS Inv. Rating Method
3 HS Inv. Method
38.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31079 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 65ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:58 Longitude
-95:57:16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 /US 75 NB 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
31079 Vault Link
http://plansrv1/bridgemaintvault/b31079 GIS FO/SD
Meets Standards H Inv. Method
38.8 Latitude DD
35.566111 Longitude DD
-95.954444 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30906 x
-10681599.8454317 y
4241081.98820371 |
|||||||||||||||||||||||||||||||||||||
| 31078 | 5604 0756EX | 31078 | — | U.S. 62 /US 75 NB | MONTEZUMA CREEK O'FLOW | -1 | 50ft.-60ft.-50ft. STEEL I-BEAM SPANS | 2016 | 35.538056 | -95.951667 | 160.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30905 BRKEY
31078 NBI No.
31078 On Under
1 Structure No.
5604 0756EX Control No.
004 Lane Ind.
E Milepoint
07560 Facility Carried
U.S. 62 /US 75 NB Feature Intersected
MONTEZUMA CREEK O'FLOW Division
01 County
111 Location
7.56 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
7950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
160.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.1 HS Inv. Rating Method
3 HS Inv. Method
39.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31078 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:32:17 Longitude
-95:57:06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 /US 75 NB 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
31078 Vault Link
http://plansrv1/bridgemaintvault/b31078 GIS FO/SD
Meets Standards H Inv. Method
39.2 Latitude DD
35.538056 Longitude DD
-95.951667 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30905 x
-10681290.7112058 y
4237243.34869649 |
|||||||||||||||||||||||||||||||||||||
| 31077 | 5604 0738EX | 31077 | — | U.S. 62 /U.S. 75 | MONTEZUMA CREEK | -1 | 45ft.-80ft.-45ft. I-BEAM SPANS | 2016 | 35.535278 | -95.951944 | 170.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30904 BRKEY
31077 NBI No.
31077 On Under
1 Structure No.
5604 0738EX Control No.
004 Lane Ind.
E Milepoint
07380 Facility Carried
U.S. 62 /U.S. 75 Feature Intersected
MONTEZUMA CREEK Division
01 County
111 Location
7.38 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
7950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.2 HS Inv. Rating Method
3 HS Inv. Method
40.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31077 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-80ft.-45ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:32:07 Longitude
-95:57:07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 U.S. 75 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
31077 Vault Link
http://plansrv1/bridgemaintvault/b31077 GIS FO/SD
Meets Standards H Inv. Method
40.8 Latitude DD
35.535278 Longitude DD
-95.951944 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30904 x
-10681321.5467047 y
4236863.32051814 |
|||||||||||||||||||||||||||||||||||||
| 31266 | 5128 0683 X | 31266 | — | S.H. 10 | LITTLE GREEN LEAF CREEK | 83-83-83 PRE STRESSED CONCRETE BEAMS W/ 40ft. CL. RDWY W/ TR-4 RAIL | 2023 | 35.622833 | -95.180661 | 250.67 | 42.17 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1410 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30895 BRKEY
31266 NBI No.
31266 On Under
1 Structure No.
5128 0683 X Control No.
028 Lane Ind.
Milepoint
06830 Facility Carried
S.H. 10 Feature Intersected
LITTLE GREEN LEAF CREEK Division
01 County
101 Location
7.3 N OF SEQUOYAH C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00010 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
2023 ADT Total
1410 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
250.67 Deck Width
42.17 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1980 Future ADT Year
2042 Bypass Detour
52.5 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
31266 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
99 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
83-83-83 PRE STRESSED CONCRETE BEAMS W/ 40ft. CL. RDWY W/ TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:37:22.2 Longitude
-95:10:50.38 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31266 Vault Link
http://plansrv1/bridgemaintvault/b31266 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.622833 Longitude DD
-95.180661 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30895 x
-10595462.7158872 y
4248847.11263619 |
|||||||||||||||||||||||||||||||||||||
| 31172 | 2510 0056 X | 31172 | — | S.H. 19 | BEEF CREEK | -1 | 2- 14ft. X 12ft. X 142ft. CLR. RDWY. R.C. BOX | 2017 | 34.81583333 | -97.39583333 | 28.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30891 BRKEY
31172 NBI No.
31172 On Under
1 Structure No.
2510 0056 X Control No.
010 Lane Ind.
Milepoint
00560 Facility Carried
S.H. 19 Feature Intersected
BEEF CREEK Division
03 County
049 Location
0.6 MI. E. JCT. SH 74 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
3100 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
12 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
28.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.879 HS Inv. Rating Method
3 HS Inv. Method
43.872 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4700 Future ADT Year
2042 Bypass Detour
19.900001 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
31172 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 14ft. X 12ft. X 142ft. CLR. RDWY. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:48:57 Longitude
-97:23:45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31172 Vault Link
http://plansrv1/bridgemaintvault/b31172 GIS FO/SD
Meets Standards H Inv. Method
30.424 Latitude DD
34.81583333 Longitude DD
-97.39583333 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30891 x
-10842054.5716821 y
4138881.70863984 |
|||||||||||||||||||||||||||||||||||||
| 31171 | 2528 0633 X | 31171 | — | S.H. 74 | UNNAMED CREEK | 2-14 ft.x 7 ft x 152 ft RCB W/ 5 ft INTERNAL DROP SKEWED 45 RF | 2020 | 34.712708 | -97.405317 | 29 | 0 | — | 2 | 45 | 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 | 07 - Major Collector (Rural) | B | 1550 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30890 BRKEY
31171 NBI No.
31171 On Under
1 Structure No.
2528 0633 X Control No.
028 Lane Ind.
Milepoint
06330 Facility Carried
S.H. 74 Feature Intersected
UNNAMED CREEK Division
03 County
049 Location
6.33 N OF JCT. S.H. 29 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24 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
1550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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
40 Span Type Main
M Material
1 - Concrete Design
19 Length
29 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
178 HS Inv. Rating Method
3 HS Inv. Method
137 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2200 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
31171 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-14 ft.x 7 ft x 152 ft RCB W/ 5 ft INTERNAL DROP SKEWED 45 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:42:45.75 Longitude
-97:24:19.14 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31171 Vault Link
http://plansrv1/bridgemaintvault/b31171 GIS FO/SD
Meets Standards H Inv. Method
136 Latitude DD
34.712708 Longitude DD
-97.405317 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30890 x
-10843110.2889974 y
4124907.52338439 |
|||||||||||||||||||||||||||||||||||||
| 31170 | 2527 0319 X | 31170 | — | S.H. 74 | CREEK | -1 | 3-10ft. X 5ft. X 74ft. R.C.B. W/ A 2.0ft. DROP | 2017 | 34.55273889 | -97.40509167 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30889 BRKEY
31170 NBI No.
31170 On Under
1 Structure No.
2527 0319 X Control No.
027 Lane Ind.
Milepoint
03190 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
049 Location
3.19 MI. N CARTER C/L Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00074 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
07 - Major Collector (Rural) Year Built
2017 ADT Total
750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.98 HS Inv. Rating Method
3 HS Inv. Method
88.075 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1050 Future ADT Year
2042 Bypass Detour
29.199999 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
31170 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 74ft. R.C.B. W/ A 2.0ft. DROP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:33:09.86 Longitude
-97:24:18.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31170 Vault Link
http://plansrv1/bridgemaintvault/b31170 GIS FO/SD
Meets Standards H Inv. Method
54.013 Latitude DD
34.55273889 Longitude DD
-97.40509167 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30889 x
-10843085.2053765 y
4103265.04261388 |
|||||||||||||||||||||||||||||||||||||
| 31168 | 4040 1679 X | 31168 | — | S.H. 63 | BILLY CREEK | 80ft.-80ft.-80ft. PC BEAM BRIDGE | 2018 | 34.682508 | -94.775867 | 240 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | 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 | 1166 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30887 BRKEY
31168 NBI No.
31168 On Under
1 Structure No.
4040 1679 X Control No.
040 Lane Ind.
Milepoint
16790 Facility Carried
S.H. 63 Feature Intersected
BILLY CREEK Division
02 County
079 Location
17 S.E. JCT U.S. 271 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
1166 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
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
62.7 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1699 Future ADT Year
2042 Bypass Detour
11.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31168 ODOT County
40 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
80ft.-80ft.-80ft. PC BEAM BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:40:57.03 Longitude
-94:46:33.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
136 NBI Text
31168 Vault Link
http://plansrv1/bridgemaintvault/b31168 GIS FO/SD
Meets Standards H Inv. Method
42.9 Latitude DD
34.682508 Longitude DD
-94.775867 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30887 x
-10550401.253931 y
4120818.51786681 |
|||||||||||||||||||||||||||||||||||||
| 31167 | 7514 0348 X | 31167 | — | S.H. 44 | DRY ELK CREEK | -1 | 2-14ft. X 9ft. X 83ft. RDY. RCB, SK. 30 R.F. | 2017 | 35.166517 | -99.174567 | 82.999 | 100 | — | 2 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30886 BRKEY
31167 NBI No.
31167 On Under
1 Structure No.
7514 0348 X Control No.
014 Lane Ind.
Milepoint
03480 Facility Carried
S.H. 44 Feature Intersected
DRY ELK CREEK Division
05 County
149 Location
.3 N JCT S.H. 55 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
82.999 Deck Width
100 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31167 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
-1 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
2-14ft. X 9ft. X 83ft. RDY. RCB, SK. 30 R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:09:59.46 Longitude
-99:10:28.44 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31167 Vault Link
http://plansrv1/bridgemaintvault/b31167 GIS FO/SD
Meets Standards H Inv. Method
62.281 Latitude DD
35.166517 Longitude DD
-99.174567 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30886 x
-11040062.2980834 y
4186533.22736269 |
|||||||||||||||||||||||||||||||||||||
| 31430 | 5702 2010 X | 31430 | — | U.S. 60 | SALT CREEK | 90.25ft.-130.00ft.-90.25ft. 48in. PLATE GIRDER | 2021 | 36.688611 | -96.7175 | 310.5 | 42.166 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30885 BRKEY
31430 NBI No.
31430 On Under
1 Structure No.
5702 2010 X Control No.
002 Lane Ind.
Milepoint
20100 Facility Carried
U.S. 60 Feature Intersected
SALT CREEK Division
08 County
113 Location
1.2 W JCT S.H. 18 Sufficiency
88.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2021 ADT Total
2400 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
3 - Steel Design
02 Length
310.5 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.
2 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
52.3 HS Inv. Rating Method
3 HS Inv. Method
40.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3400 Future ADT Year
2042 Bypass Detour
58.999998 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
31430 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
90.25ft.-130.00ft.-90.25ft. 48in. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:41:19 Longitude
-96:43:03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31430 Vault Link
http://plansrv1/bridgemaintvault/b31430 GIS FO/SD
Meets Standards H Inv. Method
40.2 Latitude DD
36.688611 Longitude DD
-96.7175 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30885 x
-10766542.8507984 y
4395791.59918088 |
|||||||||||||||||||||||||||||||||||||
| 31429 | 6733 0532 X | 31429 | — | S.H. 99A | TURKEY CREEK | 45 ft - 90 ft - 50 ft P.C. BM. SPANS X 40 ft CLR. RDWY. & TR-4 TRAFFIC RAIL | 2019 | 35.348056 | -96.691389 | 185.5 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30884 BRKEY
31429 NBI No.
31429 On Under
1 Structure No.
6733 0532 X Control No.
033 Lane Ind.
Milepoint
05320 Facility Carried
S.H. 99A Feature Intersected
TURKEY CREEK Division
03 County
133 Location
5.8 MI E POTT C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
185.5 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
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
49.6 HS Inv. Rating Method
3 HS Inv. Method
38.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1120 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31429 ODOT County
67 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
45 ft - 90 ft - 50 ft P.C. BM. SPANS X 40 ft CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:20:53 Longitude
-96:41:29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99A 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
31429 Vault Link
http://plansrv1/bridgemaintvault/b31429 GIS FO/SD
Meets Standards H Inv. Method
38.1 Latitude DD
35.348056 Longitude DD
-96.691389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30884 x
-10763636.1875743 y
4211281.73845227 |
|||||||||||||||||||||||||||||||||||||
| 31353 | 7278 1447 X | 31353 | — | 145TH EAST AVENUE | I-44 UNDER | -1 | 32ft.-110ft.-110ft.-32ft. PRESTRESSED CONCRETE | 2017 | 36.16222222 | -95.81527778 | 283.999 | 68.999 | — | 4 | 0 | 2 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30874 BRKEY
31353 NBI No.
31353 On Under
1 Structure No.
7278 1447 X Control No.
Lane Ind.
Milepoint
Facility Carried
145TH EAST AVENUE Feature Intersected
I-44 UNDER Division
08 County
143 Location
.7 E JCT I-44 & I-244 Sufficiency
100 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
52.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2017 ADT Total
4400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
283.999 Deck Width
68.999 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
9 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
82.7 HS Inv. Rating Method
3 HS Inv. Method
47.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7040 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
31353 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
7.001 Rt. Curb SW
7.001 Description
32ft.-110ft.-110ft.-32ft. PRESTRESSED CONCRETE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:09:44 Longitude
-95:48:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
_ Roadway Name
145TH AVE 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
31353 Vault Link
http://plansrv1/bridgemaintvault/b31353 GIS FO/SD
Meets Standards H Inv. Method
47.4 Latitude DD
36.16222222 Longitude DD
-95.81527778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
30874 x
-10666107.9326857 y
4322965.91923201 |
|||||||||||||||||||||||||||||||||||||
| 31166 | 1302 1979 X | 31166 | — | U.S. 56 | BEAVER RIVER | -1 | 3-125ft. TYPE J PC BEAMS | 2017 | 36.629444 | -102.681389 | 375 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30867 BRKEY
31166 NBI No.
31166 On Under
1 Structure No.
1302 1979 X Control No.
002 Lane Ind.
Milepoint
19790 Facility Carried
U.S. 56 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
8.6 S.W. OF JCT U.S. 385 Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 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
375 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31166 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-125ft. TYPE J PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:37:46 Longitude
-102:40:53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 56 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
31166 Vault Link
http://plansrv1/bridgemaintvault/b31166 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.629444 Longitude DD
-102.681389 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30867 x
-11430439.937426 y
4387581.15551726 |
|||||||||||||||||||||||||||||||||||||
| 31165 | 0230 0123 X | 31165 | — | S.H. 58 | MEDICINE LODGE R. OFLOW | -1 | 5-65ft. SPAN TYPE III PC BEAMS | 2017 | 36.89880278 | -98.33736111 | 325 | 42.3 | — | 5 | 0 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | 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 | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30866 BRKEY
31165 NBI No.
31165 On Under
1 Structure No.
0230 0123 X Control No.
030 Lane Ind.
Milepoint
01230 Facility Carried
S.H. 58 Feature Intersected
MEDICINE LODGE R. OFLOW Division
06 County
003 Location
1.1 E OF S.H. 8 JCT Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.098 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
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
325 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.9 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
600 Future ADT Year
2042 Bypass Detour
26.100001 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
31165 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-65ft. SPAN TYPE III PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:53:55.69 Longitude
-98:20:14.5 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
-1 NBI Text
31165 Vault Link
http://plansrv1/bridgemaintvault/b31165 GIS FO/SD
Meets Standards H Inv. Method
39.9 Latitude DD
36.89880278 Longitude DD
-98.33736111 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30866 x
-10946864.9647195 y
4425010.57107867 |
|||||||||||||||||||||||||||||||||||||
| 31164 | 6912 0324 X | 31164 | — | S.H. 29 | MCCUBBIN | 55ft.-75ft.-55ft. PCB, 40ft. CLR. RDY. W / TR-4 | 2020 | 34.637917 | -97.906061 | 185 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Good (7) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30865 BRKEY
31164 NBI No.
31164 On Under
1 Structure No.
6912 0324 X Control No.
012 Lane Ind.
Milepoint
03240 Facility Carried
S.H. 29 Feature Intersected
MCCUBBIN Division
07 County
137 Location
3.3 E OF U.S. 81 Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00029 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
2020 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
185 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
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
48 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2650 Future ADT Year
2042 Bypass Detour
47.2 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
31164 ODOT County
69 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-75ft.-55ft. PCB, 40ft. CLR. RDY. W / TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:38:16.5 Longitude
-97:54:21.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18 NBI Text
31164 Vault Link
http://plansrv1/bridgemaintvault/b31164 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.637917 Longitude DD
-97.906061 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30865 x
-10898852.8560952 y
4114783.73207265 |
|||||||||||||||||||||||||||||||||||||
| 31444 | 3842 1183 X | 31444 | — | S.H. 19 | CREEK | 100ft. PCB, 40ft. CLR RDY, W/TR-4 RAIL | 2019 | 34.91338889 | -98.67477222 | 100 | 42 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | 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 | 312 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30857 BRKEY
31444 NBI No.
31444 On Under
1 Structure No.
3842 1183 X Control No.
042 Lane Ind.
Milepoint
11830 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
1.8 E S.H. 115 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
312 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
20 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
468 Future ADT Year
2042 Bypass Detour
27 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
31444 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
100ft. PCB, 40ft. CLR RDY, W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:54:48.2 Longitude
-98:40:29.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31444 Vault Link
http://plansrv1/bridgemaintvault/b31444 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.91338889 Longitude DD
-98.67477222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30857 x
-10984425.3976727 y
4152117.26044592 |
|||||||||||||||||||||||||||||||||||||
| 31348 | 3710F1007 X | 31348 | — | S.H. 33 | FOREMAN CREEK | 3-10ft.X10ft.X93.65ft. RCB, 20 DEGREE SKEW RF | 1901 | 35.84166667 | -97.75861111 | 32 | -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 | 2000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30851 BRKEY
31348 NBI No.
31348 On Under
1 Structure No.
3710F1007 X Control No.
010 Lane Ind.
Milepoint
10070 Facility Carried
S.H. 33 Feature Intersected
FOREMAN CREEK Division
04 County
073 Location
10.2 E JCT U.S. 81 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
2000 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
32 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
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
3 HS Operating Rating
99.99 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2800 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
31348 ODOT County
37 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.X10ft.X93.65ft. RCB, 20 DEGREE SKEW RF Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:50:30 Longitude
-97:45:31 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 33 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31348 Vault Link
http://plansrv1/bridgemaintvault/b31348 GIS FO/SD
Meets Standards H Inv. Method
99.96 Latitude DD
35.84166667 Longitude DD
-97.75861111 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30851 x
-10882438.8094229 y
4278856.76402234 |
|||||||||||||||||||||||||||||||||||||
| 31255 | 3406 1222 X | 31255 | — | U.S. 81 | CREEK | 2-18ft. X 15ft. RCB | 2018 | 34.045233 | -97.959167 | 36 | 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 | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30848 BRKEY
31255 NBI No.
31255 On Under
1 Structure No.
3406 1222 X Control No.
006 Lane Ind.
Milepoint
12220 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
1.7 N JCT S.H. 32 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2018 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
20 Underclearance Left
39 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
36 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
100 HS Inv. Rating Method
3 HS Inv. Method
78.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 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
31255 ODOT County
34 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
2-18ft. X 15ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:02:42.84 Longitude
-97:57:33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25 NBI Text
31255 Vault Link
http://plansrv1/bridgemaintvault/b31255 GIS FO/SD
Meets Standards H Inv. Method
48.4 Latitude DD
34.045233 Longitude DD
-97.959167 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30848 x
-10904764.5889732 y
4034877.33122023 |
|||||||||||||||||||||||||||||||||||||
| 31254 | 4134T2200 X | 31254 | — | TURNER TP (I-44) | DRY CREEK | -1 | 100ft.-130ft.-100ft. CONTINUOUS PLATE GIRDER SPANS | 2014 | 35.73968333 | -96.76777778 | 330 | 90 | — | 3 | 30 | 4 | 87.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30847 BRKEY
31254 NBI No.
31254 On Under
1 Structure No.
4134T2200 X Control No.
034 Lane Ind.
Milepoint
22000 Facility Carried
TURNER TP (I-44) Feature Intersected
DRY CREEK Division
03 County
081 Location
38.3 E OF I-35 Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
90 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2014 ADT Total
24900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
87.5 Ref. Underclearance Rt.
R Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.5 Span Type Main
M Material
3 - Steel Design
02 Length
330 Deck Width
90 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88.185 HS Inv. Rating Method
3 HS Inv. Method
49.053 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
36960 Future ADT Year
2042 Bypass Detour
15 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
31254 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-130ft.-100ft. CONTINUOUS PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:44:22.86 Longitude
-96:46:04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.30 NBI Text
31254 Vault Link
http://plansrv1/bridgemaintvault/b31254 GIS FO/SD
Meets Standards H Inv. Method
49.053 Latitude DD
35.73968333 Longitude DD
-96.76777778 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30847 x
-10772139.7476662 y
4264861.06604277 |
|||||||||||||||||||||||||||||||||||||
| 31253 | 4134T0210 X | 31253 | — | TURNER TP (I-44) | COUNTY RD NS-3310 UNDER | -1 | 30ft.-133ft.-30ft. WEATHERING STEEL PLATE GIRDERS | 2014 | 35.66241111 | -97.10611111 | 133.999 | 90 | — | 3 | 0 | 4 | 87.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30846 BRKEY
31253 NBI No.
31253 On Under
1 Structure No.
4134T0210 X Control No.
034 Lane Ind.
Milepoint
02100 Facility Carried
TURNER TP (I-44) Feature Intersected
COUNTY RD NS-3310 UNDER Division
03 County
081 Location
18.5 E I-35 Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
98.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2014 ADT Total
24900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
87.5 Ref. Underclearance Rt.
H Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.5 Span Type Main
M Material
3 - Steel Design
02 Length
133.999 Deck Width
90 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.784 HS Inv. Rating Method
3 HS Inv. Method
45.966 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
39840 Future ADT Year
2042 Bypass Detour
12 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1608 Min Measured Clearance
1602 NBI Rating
31253 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-133ft.-30ft. WEATHERING STEEL PLATE GIRDERS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:39:44.68 Longitude
-97:06:22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 (TURNER TP ) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.50 NBI Text
31253 Vault Link
http://plansrv1/bridgemaintvault/b31253 GIS FO/SD
Meets Standards H Inv. Method
45.966 Latitude DD
35.66241111 Longitude DD
-97.10611111 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30846 x
-10809802.8416802 y
4254268.53682539 |
|||||||||||||||||||||||||||||||||||||
| 31252 | 4134T1170 X | 31252 | — | TURNER TP (I-44) | COUNTY RD NS-3410 UNDER | -1 | SINGLE SPAN 70ft. TYPE III PC BEAMS | 2013 | 35.70613333 | -96.94671667 | 70 | 90.4 | — | 1 | 0 | 4 | 87.201 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30845 BRKEY
31252 NBI No.
31252 On Under
1 Structure No.
4134T1170 X Control No.
034 Lane Ind.
Milepoint
11700 Facility Carried
TURNER TP (I-44) Feature Intersected
COUNTY RD NS-3410 UNDER Division
03 County
081 Location
28 E I-35 Sufficiency
84 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
82.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2013 ADT Total
24900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
87.201 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
70 Deck Width
90.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
75.619 HS Inv. Rating Method
3 HS Inv. Method
41.998 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
38400 Future ADT Year
2042 Bypass Detour
12 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1601 Max Measured Clearance
1601 Min Measured Clearance
1601 NBI Rating
31252 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
SINGLE SPAN 70ft. TYPE III PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:42:22.08 Longitude
-96:56:48.18 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
28.00 NBI Text
31252 Vault Link
http://plansrv1/bridgemaintvault/b31252 GIS FO/SD
Meets Standards H Inv. Method
41.998 Latitude DD
35.70613333 Longitude DD
-96.94671667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30845 x
-10792059.1337842 y
4260260.74782185 |
|||||||||||||||||||||||||||||||||||||
| 31156 | 4014F2530 X | 31156 | — | U.S. 271 | FOURCHE MALINE CREEK | 3 - 150ft. - 200ft. - 150ft. PLATE GIRDER BRIDGE 40ft. CLR RDWY, SKEW 0 WITH TRAFFIC RAIL (TR4) | 1901 | 34.928825 | -94.86646944 | 500 | -1 | — | 3 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30839 BRKEY
31156 NBI No.
31156 On Under
1 Structure No.
4014F2530 X Control No.
014 Lane Ind.
Milepoint
25300 Facility Carried
U.S. 271 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
079 Location
26 MILES N of PUSH CO. Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
500 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
2880 Future ADT Year
2042 Bypass Detour
57.169999 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
31156 ODOT County
40 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
3 - 150ft. - 200ft. - 150ft. PLATE GIRDER BRIDGE 40ft. CLR RDWY, SKEW 0 WITH TRAFFIC RAIL (TR4) Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:55:43.77 Longitude
-94:51:59.29 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 271 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31156 Vault Link
http://plansrv1/bridgemaintvault/b31156 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.928825 Longitude DD
-94.86646944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30839 x
-10560487.0714164 y
4154212.94758775 |
|||||||||||||||||||||||||||||||||||||
| 31155 | 5402 0999 X | 31155 | — | U.S. 62 | BOLEY CREEK | 55 ft - 85 ft - 55 ft. P.C. BM. SPANS W/ 44.0 ft CLR. RDWY. & TR-4 TRAFFIC RAIL, NO SKEW | 2019 | 35.4863 | -96.459586 | 195.5 | 46.2 | — | 3 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1326 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30838 BRKEY
31155 NBI No.
31155 On Under
1 Structure No.
5402 0999 X Control No.
002 Lane Ind.
Milepoint
09990 Facility Carried
U.S. 62 Feature Intersected
BOLEY CREEK Division
03 County
107 Location
1.7 MI. E OF BOLEY Sufficiency
96.8 Kind Hwy
2 Level Service
0 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
1326 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 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
195.5 Deck Width
46.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
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
74 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1836 Future ADT Year
2042 Bypass Detour
31.070001 School Bus Rte.
Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31155 ODOT County
54 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
55 ft - 85 ft - 55 ft. P.C. BM. SPANS W/ 44.0 ft CLR. RDWY. & TR-4 TRAFFIC RAIL, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:29:10.68 Longitude
-96:27:34.51 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
0 - None Historical Significance
5 Local Bridge ID
NBI Text
31155 Vault Link
http://plansrv1/bridgemaintvault/b31155 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.4863 Longitude DD
-96.459586 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30838 x
-10737831.99565 y
4230165.32896314 |
|||||||||||||||||||||||||||||||||||||
| 31434 | 1608 0084 X | 31434 | — | U.S. 277 | SNAKE CREEK | 35ft.-60ft.-35ft. P.C. BEAM SPAN 40ft. CLR RDY W/TR4 RAIL | 2019 | 34.460833 | -98.4 | 130 | 42 | — | 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) | 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 | 2300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30835 BRKEY
31434 NBI No.
31434 On Under
1 Structure No.
1608 0084 X Control No.
008 Lane Ind.
Milepoint
00840 Facility Carried
U.S. 277 Feature Intersected
SNAKE CREEK Division
07 County
031 Location
.9 N COTTON C/L Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
2300 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
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
130 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
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
68 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
36 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31434 ODOT County
16 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-60ft.-35ft. P.C. BEAM SPAN 40ft. CLR RDY W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:27:39 Longitude
-98:24:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
042 NBI Text
31434 Vault Link
http://plansrv1/bridgemaintvault/b31434 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.460833 Longitude DD
-98.4 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30835 x
-10953837.8940581 y
4090849.76922211 |
|||||||||||||||||||||||||||||||||||||
| 31433 | 0420 0496 X | 31433 | — | U.S. 270 | AURORA CREEK | -1 | 3-12ft. RCB SKEWED 48 DEG LF | 2017 | 36.83527778 | -100.51388889 | 37.999 | 93.999 | — | 3 | 48 | 2 | 92.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | 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) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30834 BRKEY
31433 NBI No.
31433 On Under
1 Structure No.
0420 0496 X Control No.
020 Lane Ind.
Milepoint
04960 Facility Carried
U.S. 270 Feature Intersected
AURORA CREEK Division
06 County
007 Location
5.1 S JCT U.S. 64 Sufficiency
92.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
92.001 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
2017 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
48 No. Main Spans
3 Road Width
92.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
38.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
93.999 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
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.98 HS Inv. Rating Method
3 HS Inv. Method
78.925 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
56.999998 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
31433 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. RCB SKEWED 48 DEG LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.4361 Latitude
36:50:07 Longitude
-100:30:50 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31433 Vault Link
http://plansrv1/bridgemaintvault/b31433 GIS FO/SD
Meets Standards H Inv. Method
47.289 Latitude DD
36.83527778 Longitude DD
-100.51388889 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30834 x
-11189154.9288865 y
4416171.43739852 |
|||||||||||||||||||||||||||||||||||||
| 31345 | 3119 0564 X | 31345 | — | S.H. 82 | OWL CREEK | 2-23'x13'x108' R.C.B. SK 30 DEGREES | 2017 | 35.185556 | -95.103611 | 56.58 | 110 | — | 2 | 30 | 2 | 108 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30830 BRKEY
31345 NBI No.
31345 On Under
1 Structure No.
3119 0564 X Control No.
019 Lane Ind.
Milepoint
05640 Facility Carried
S.H. 82 Feature Intersected
OWL CREEK Division
01 County
061 Location
5.6 N JCT S.H. 31 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
108 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
56.58 Deck Width
110 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
95.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1300 Future ADT Year
2042 Bypass Detour
24.2 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
31345 ODOT County
31 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
2-23'x13'x108' R.C.B. SK 30 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:11:08 Longitude
-95:06:13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19F0564 NBI Text
31345 Vault Link
http://plansrv1/bridgemaintvault/b31345 GIS FO/SD
Meets Standards H Inv. Method
55 Latitude DD
35.185556 Longitude DD
-95.103611 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30830 x
-10586885.5491216 y
4189126.14187912 |
|||||||||||||||||||||||||||||||||||||
| 31344 | 1411 1242 X | 31344 | — | S.H. 9 | LITTLE RIVER | 65ft.- 100ft - 70ft. TYPE IV P.C. BM. SPANS W/ 84.0 ft CLR. RDWY & F-SHAPED PARAPET SKEW 24 DEG. LF | 2019 | 35.221111 | -97.213611 | 235 | 87 | — | 3 | 24 | 4 | 84 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 7429 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30829 BRKEY
31344 NBI No.
31344 On Under
1 Structure No.
1411 1242 X Control No.
011 Lane Ind.
Milepoint
12420 Facility Carried
S.H. 9 Feature Intersected
LITTLE RIVER Division
03 County
027 Location
12.3 MI. E JCT U.S. 77 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2019 ADT Total
7429 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
24 No. Main Spans
3 Road Width
84 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
84 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
235 Deck Width
87 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84.9 HS Inv. Rating Method
3 HS Inv. Method
57.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31344 ODOT County
14 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
65ft.- 100ft - 70ft. TYPE IV P.C. BM. SPANS W/ 84.0 ft CLR. RDWY & F-SHAPED PARAPET SKEW 24 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:13:16 Longitude
-97:12:49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 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
31344 Vault Link
http://plansrv1/bridgemaintvault/b31344 GIS FO/SD
Meets Standards H Inv. Method
57.7 Latitude DD
35.221111 Longitude DD
-97.213611 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30829 x
-10821769.6746954 y
4193969.99158748 |
|||||||||||||||||||||||||||||||||||||
| 31343 | 4704 0882 X | 31343 | — | U.S. 60 | CIMARRON RIVER | 65-12(100)-65 PC TYPE IV | 2017 | 36.369444 | -98.454722 | 1330 | 42 | — | 14 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30828 BRKEY
31343 NBI No.
31343 On Under
1 Structure No.
4704 0882 X Control No.
004 Lane Ind.
Milepoint
08820 Facility Carried
U.S. 60 Feature Intersected
CIMARRON RIVER Division
06 County
093 Location
1.8 S OF JCT S.H. 8 Sufficiency
89.1 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
4000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
14 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1330 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
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
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5600 Future ADT Year
2042 Bypass Detour
36 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31343 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
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
65-12(100)-65 PC TYPE IV Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:22:10 Longitude
-98:27:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31343 Vault Link
http://plansrv1/bridgemaintvault/b31343 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
36.369444 Longitude DD
-98.454722 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30828 x
-10959929.5192333 y
4351576.09886482 |
|||||||||||||||||||||||||||||||||||||
| 31154 | 4133 0071 X | 31154 | — | U.S. 177 | BRUSH CREEK | -1 | 3-12ft. X 10ft., 18ft. X 84ft. CLR RDWY RCB W/ 8ft. DROP, & 8 ft. CURTAIN WALLS @ BOTH ENDS | 2017 | 35.47395278 | -97.00042222 | 41.499 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30819 BRKEY
31154 NBI No.
31154 On Under
1 Structure No.
4133 0071 X Control No.
033 Lane Ind.
Milepoint
00710 Facility Carried
U.S. 177 Feature Intersected
BRUSH CREEK Division
03 County
081 Location
0.7 MI. N POTT C/L Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2017 ADT Total
3200 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
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.499 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
19.26 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
31154 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
3-12ft. X 10ft., 18ft. X 84ft. CLR RDWY RCB W/ 8ft. DROP, & 8 ft. CURTAIN WALLS @ BOTH ENDS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:28:26.23 Longitude
-97:00:01.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 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
31154 Vault Link
http://plansrv1/bridgemaintvault/b31154 GIS FO/SD
Meets Standards H Inv. Method
99.98 Latitude DD
35.47395278 Longitude DD
-97.00042222 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30819 x
-10798037.6082629 y
4228477.42802183 |
|||||||||||||||||||||||||||||||||||||
| 31153 | 6328R0696 X | 31153 | — | S.H. 39 | CREEK | 2-10ft. X 11ft., 13ft. X 84ft. CLR RDWY RCB W/2ft. DROP, NO SKEW | 1901 | 34.985764 | -97.034736 | 21 | -1 | — | 2 | 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 | 1900 | 2018 | 5 | Unmatched | |
|
Raw data
OBJECTID
30818 BRKEY
31153 NBI No.
31153 On Under
1 Structure No.
6328R0696 X Control No.
028 Lane Ind.
Milepoint
06960 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
03 County
125 Location
7.2E of CLEVELAND CL Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00039 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
1900 ADT Year
2018 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
21 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
3040 Future ADT Year
2038 Bypass Detour
37.899999 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
31153 ODOT County
63 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
2-10ft. X 11ft., 13ft. X 84ft. CLR RDWY RCB W/2ft. DROP, NO SKEW Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:59:08.75 Longitude
-97:02:05.05 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 39 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31153 Vault Link
http://plansrv1/bridgemaintvault/b31153 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.985764 Longitude DD
-97.034736 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30818 x
-10801857.4007797 y
4161946.69677866 |
|||||||||||||||||||||||||||||||||||||
| 31152 | 6328 1087 X | 31152 | — | S.H. 39 | CREEK | 3-10 ft. X 10 ft., X 15 ft. X 100 ft. CLR. RDWY RCB W/ 5 ft. DROP, NO SKEW, 8 ft. CURTAIN WALLS BOTH ENDS | 2022 | 34.985928 | -96.965881 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30817 BRKEY
31152 NBI No.
31152 On Under
1 Structure No.
6328 1087 X Control No.
028 Lane Ind.
Milepoint
10870 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
03 County
125 Location
10.8 E of CLEVELAND CL Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00039 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
2022 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32 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
83.8 HS Inv. Rating Method
3 HS Inv. Method
64.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
37.899999 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
31152 ODOT County
63 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
3-10 ft. X 10 ft., X 15 ft. X 100 ft. CLR. RDWY RCB W/ 5 ft. DROP, NO SKEW, 8 ft. CURTAIN WALLS BOTH ENDS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:59:09.34 Longitude
-96:57:57.17 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 39 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31152 Vault Link
http://plansrv1/bridgemaintvault/b31152 GIS FO/SD
Meets Standards H Inv. Method
64.5 Latitude DD
34.985928 Longitude DD
-96.965881 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30817 x
-10794192.4972412 y
4161968.97986984 |
|||||||||||||||||||||||||||||||||||||
| 31151 | 6328 1004 X | 31151 | — | S.H. 39 | GIL CREEK | 3-10 ft. X 10 ft. X 20 ft. X 84.66 ft. CLR.RDWY RCB W/ 10 ft. SLOPING DROP, SKEW 10 DEG. LF, 8' CURTAIN WALL EACH END | 2022 | 34.985939 | -96.980433 | 32 | 0 | — | 3 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30816 BRKEY
31151 NBI No.
31151 On Under
1 Structure No.
6328 1004 X Control No.
028 Lane Ind.
Milepoint
10040 Facility Carried
S.H. 39 Feature Intersected
GIL CREEK Division
03 County
125 Location
9.9 E of CLEVELAND CL Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00039 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
2022 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 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
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32 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
83.8 HS Inv. Rating Method
3 HS Inv. Method
64.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
37.899999 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
31151 ODOT County
63 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
3-10 ft. X 10 ft. X 20 ft. X 84.66 ft. CLR.RDWY RCB W/ 10 ft. SLOPING DROP, SKEW 10 DEG. LF, 8' CURTAIN WALL EACH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:59:09.38 Longitude
-96:58:49.56 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 39 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31151 Vault Link
http://plansrv1/bridgemaintvault/b31151 GIS FO/SD
Meets Standards H Inv. Method
64.5 Latitude DD
34.985939 Longitude DD
-96.980433 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30816 x
-10795812.4184712 y
4161970.47446901 |
|||||||||||||||||||||||||||||||||||||
| 31150 | 6304 0380 X | 31150 | — | S.H. 3E | ROCK CREEK | 2-18 ft. X 15 ft. X 88 ft. CLR. RDWY. R.C. BOX SKEWED 30 DEG. LF | 2021 | 35.333125 | -96.844842 | 37 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | 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 | 5520 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30815 BRKEY
31150 NBI No.
31150 On Under
1 Structure No.
6304 0380 X Control No.
004 Lane Ind.
Milepoint
03800 Facility Carried
S.H. 3E Feature Intersected
ROCK CREEK Division
03 County
125 Location
3.8 MI. E. JCT S.H. 18 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.92 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
2021 ADT Total
5520 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
02 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
37 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
1 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
66.2 HS Inv. Rating Method
3 HS Inv. Method
51 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7794 Future ADT Year
2042 Bypass Detour
3.11 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
31150 ODOT County
63 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
2-18 ft. X 15 ft. X 88 ft. CLR. RDWY. R.C. BOX SKEWED 30 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:19:59.25 Longitude
-96:50:41.43 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 3E Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31150 Vault Link
http://plansrv1/bridgemaintvault/b31150 GIS FO/SD
Meets Standards H Inv. Method
50.9 Latitude DD
35.333125 Longitude DD
-96.844842 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30815 x
-10780718.497395 y
4209244.15814615 |
|||||||||||||||||||||||||||||||||||||
| 31423 | 7206 1040 X | 31423 | — | U.S. 64 | SNAKE CREEK | 80ft.-100ft.-80ft. PRECAST CONCRETE TYPE IV BEAM SPANS | 2019 | 35.914722 | -95.833333 | 260.5 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | 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) | C | 5415 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30812 BRKEY
31423 NBI No.
31423 On Under
1 Structure No.
7206 1040 X Control No.
006 Lane Ind.
Milepoint
10400 Facility Carried
U.S. 64 Feature Intersected
SNAKE CREEK Division
08 County
143 Location
10.4 S OF CREEK T.P. Sufficiency
78.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
5415 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
260.5 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.6 HS Inv. Rating Method
3 HS Inv. Method
37.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7515 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31423 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
80ft.-100ft.-80ft. PRECAST CONCRETE TYPE IV BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:54:53 Longitude
-95:50:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31423 Vault Link
http://plansrv1/bridgemaintvault/b31423 GIS FO/SD
Meets Standards H Inv. Method
37.7 Latitude DD
35.914722 Longitude DD
-95.833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30812 x
-10668117.8305822 y
4288893.58633923 |