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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 05026 | 4112R0086 X | 5026 | — | S.H. 18 | REMOVED R.R. | 4112R0086 X | 38ft.,4-36ft. I-BM. SPAN | 1936 | 35.515 | -96.89333333 | 185.039 | 27.001 | — | 5 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 16.5 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4546 BRKEY
5026 NBI No.
5026 On Under
1 Structure No.
4112R0086 X Control No.
012 Lane Ind.
Milepoint
00860 Facility Carried
S.H. 18 Feature Intersected
REMOVED R.R. Division
03 County
081 Location
0.9 MI N JCT US 62 Sufficiency
16.5 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
0 Vertical Clearance
N 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
1936 ADT Total
3600 ADT Year
2002 Design Load
H 15 Skew
45 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
185.039 Deck Width
27.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
0 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3777 Future ADT Year
2020 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
162137 Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05026 ODOT County
41 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.,4-36ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4112R0086 X H Index
50.7737 Latitude
35:30:54 Longitude
-96:53:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
! Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05026 Vault Link
http://plansrv1/bridgemaintvault/b05026 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
35.515 Longitude DD
-96.89333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4546 x
-10786116.5275585 y
4234089.70484665 |
|||||||||||||||||||||||||||||||||||||
| 05025 | 6004R1181 X | 5025 | — | S.H. 18 | SALT CREEK | 6004 1181 X | 50ft.-60ft.-50ft. I-BM. SPANS | 1936 | 36.15390278 | -96.78423333 | 161.089 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 4 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
4545 BRKEY
5025 NBI No.
5025 On Under
1 Structure No.
6004R1181 X Control No.
004 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 18 Feature Intersected
SALT CREEK Division
04 County
119 Location
0.3 MI S PAWNEE C/L Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00018 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
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
1500 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.817 HS Inv. Rating Method
1 HS Inv. Method
19.842 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2034 Bypass Detour
31.068559 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
9999 Min Measured Clearance
9999 NBI Rating
05025 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6004 1181 X H Index
49.5945 Latitude
36:09:14.05 Longitude
-96:47:03.24 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05025 Vault Link
http://plansrv1/bridgemaintvault/b05025 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.15390278 Longitude DD
-96.78423333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4545 x
-10773971.571113 y
4321818.87370664 |
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| 05024 | 1912R1129 X | 5024 | — | S.H. 48 | LITTLE DEEP FORK CREEK | 1912R1129 X | 50ft.-60ft.-50ft. I-BM. SPANS | 1936 | 35.80333333 | -96.38666667 | 161.089 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 7.5 | Serious (3) | Serious (3) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1160 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4544 BRKEY
5024 NBI No.
5024 On Under
1 Structure No.
1912R1129 X Control No.
012 Lane Ind.
Milepoint
11290 Facility Carried
S.H. 48 Feature Intersected
LITTLE DEEP FORK CREEK Division
08 County
037 Location
11.3 MI N OKFUSKEE C/L Sufficiency
7.5 Kind Hwy
3 Level Service
1 Route No.
00048 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
1936 ADT Total
1160 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
3 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
39.683 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
54.680665 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05024 ODOT County
19 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
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft.-60ft.-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1912R1129 X H Index
100 Latitude
35:48:12 Longitude
-96:23:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05024 Vault Link
http://plansrv1/bridgemaintvault/b05024 GIS FO/SD
SD H Inv. Method
11.905 Latitude DD
35.80333333 Longitude DD
-96.38666667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4544 x
-10729714.6529654 y
4273593.97556064 |
|||||||||||||||||||||||||||||||||||||
| 05023 | 6402 0159 X | 5023 | — | U.S. 271 | DUMPLING CREEK | 6402 0159 X | 50ft. - 60ft. - 50ft. I-BEAM SK 45° | 1936 | 34.179481 | -95.622547 | 160 | 42.2 | — | 3 | 45 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.5 | Fair (5) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4543 BRKEY
5023 NBI No.
5023 On Under
1 Structure No.
6402 0159 X Control No.
002 Lane Ind.
Milepoint
01590 Facility Carried
U.S. 271 Feature Intersected
DUMPLING CREEK Division
02 County
127 Location
1.59 N CHOCTAW C/L Sufficiency
74.5 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
160 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
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.9 HS Inv. Rating Method
1 HS Inv. Method
23.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05023 ODOT County
64 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
6 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
50ft. - 60ft. - 50ft. I-BEAM SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6402 0159 X H Index
72.2743 Latitude
34:10:46.13 Longitude
-95:37:21.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
001 NBI Text
05023 Vault Link
http://plansrv1/bridgemaintvault/b05023 GIS FO/SD
Meets Standards H Inv. Method
18.4 Latitude DD
34.179481 Longitude DD
-95.622547 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4543 x
-10644653.2403959 y
4052927.47536901 |
|||||||||||||||||||||||||||||||||||||
| 04932 | 6018 1445 X | 4932 | — | S.H. 51 (SIXTH ST) | STILWATER CREEK O'FLOW | 6018 1445 X | 3-10ft.X 5ft.X 240ft. R.C.BOX SK 45 DEG. ACROSS THE INTERSECTION | 1936 | 36.11569444 | -97.10511667 | 43.72 | 0 | — | 3 | 45 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4542 BRKEY
4932 NBI No.
4932 On Under
1 Structure No.
6018 1445 X Control No.
018 Lane Ind.
Milepoint
14450 Facility Carried
S.H. 51 (SIXTH ST) Feature Intersected
STILWATER CREEK O'FLOW Division
04 County
119 Location
3.0 MI W JCT US 177 Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
9 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
14 - Other Principal Arterial (Urban) Year Built
1936 ADT Total
14200 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
8 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
43.72 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
321.1 HS Inv. Rating Method
1 HS Inv. Method
192.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22720 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
04932 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 240ft. R.C.BOX SK 45 DEG. ACROSS THE INTERSECTION Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1445 X H Index
96.7557 Latitude
36:06:56.5 Longitude
-97:06:18.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 (SIXTH ST) Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
04932 Vault Link
http://plansrv1/bridgemaintvault/b04932 GIS FO/SD
Meets Standards H Inv. Method
115.8 Latitude DD
36.11569444 Longitude DD
-97.10511667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4542 x
-10809692.1411258 y
4316552.44826227 |
|||||||||||||||||||||||||||||||||||||
| 04931 | 6106 1431 X | 4931 | — | U.S. 270 | CREEK | 6106 1431 X | (12ft. - 14ft. - 12ft.) X 10ft. X 46.4ft. RCB | 1936 | 34.94961667 | -95.851825 | 40 | 46.401 | — | 3 | 0 | 2 | 44.199 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4541 BRKEY
4931 NBI No.
4931 On Under
1 Structure No.
6106 1431 X Control No.
006 Lane Ind.
Milepoint
14310 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
121 Location
14.31 E HUGHES C/L Sufficiency
91.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1936 ADT Total
4500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
44.199 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
46.401 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.7 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
16.155651 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
04931 ODOT County
61 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
(12ft. - 14ft. - 12ft.) X 10ft. X 46.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6106 1431 X H Index
97.2227 Latitude
34:56:58.62 Longitude
-95:51:06.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
04931 Vault Link
http://plansrv1/bridgemaintvault/b04931 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
34.94961667 Longitude DD
-95.851825 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4541 x
-10670176.350606 y
4157036.35694437 |
|||||||||||||||||||||||||||||||||||||
| 04930 | 3304 1419 X | 4930 | — | U.S. 62 | CREEK | 3304 1419 X | 4-10ft.X5ft.X128ft. RDY R.C.BOX, SK. 30 DEG. R.F. | 1936 | 34.6379 | -99.17231667 | 43.999 | 130 | — | 4 | 30 | 4 | 128.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4540 BRKEY
4930 NBI No.
4930 On Under
1 Structure No.
3304 1419 X Control No.
004 Lane Ind.
Milepoint
14190 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
065 Location
14.4 MI E JCT U.S. 283 Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1936 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
4 Road Width
128.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
43.999 Deck Width
130 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.1 HS Inv. Rating Method
1 HS Inv. Method
35.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04930 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X5ft.X128ft. RDY R.C.BOX, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 1419 X H Index
94.4187 Latitude
34:38:16.44 Longitude
-99:10:20.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04930 Vault Link
http://plansrv1/bridgemaintvault/b04930 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
34.6379 Longitude DD
-99.17231667 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4540 x
-11039811.7924937 y
4114781.43197271 |
|||||||||||||||||||||||||||||||||||||
| 04929 | 3216 1211 X | 4929 | — | S.H. 1 | HAY CREEK | 3216 1211 X | 12-14-12X12US&12-14-12X14DS RCB W/CW&SK20 NEND | 1936 | 34.9666 | -96.24284444 | 41.995 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4539 BRKEY
4929 NBI No.
4929 On Under
1 Structure No.
3216 1211 X Control No.
016 Lane Ind.
Milepoint
12110 Facility Carried
S.H. 1 Feature Intersected
HAY CREEK Division
03 County
063 Location
0.2 MI W JCT US 75 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 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
41.995 Deck Width
40 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59.6 HS Inv. Rating Method
1 HS Inv. Method
35.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04929 ODOT County
32 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
12-14-12X12US&12-14-12X14DS RCB W/CW&SK20 NEND Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3216 1211 X H Index
98.35 Latitude
34:57:59.76 Longitude
-96:14:34.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04929 Vault Link
http://plansrv1/bridgemaintvault/b04929 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
34.9666 Longitude DD
-96.24284444 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4539 x
-10713704.435557 y
4159343.14331568 |
|||||||||||||||||||||||||||||||||||||
| 04928 | 0426 0907 X | 4928 | — | S.H. 3 | CREEK | 0426 0907 X | (12ft.-14ft.-12ft.)X 10ft.X 79.9ft. R.C.BOX | 1936 | 36.61631944 | -100.66583889 | 40.026 | 79.902 | — | 3 | 0 | 2 | 77.9 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4538 BRKEY
4928 NBI No.
4928 On Under
1 Structure No.
0426 0907 X Control No.
026 Lane Ind.
Milepoint
09070 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
06 County
007 Location
9.1 MI.E. JCT. US 83 Sufficiency
90.1 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
77.9 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
40.026 Deck Width
79.902 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04928 ODOT County
04 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
(12ft.-14ft.-12ft.)X 10ft.X 79.9ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0426 0907 X H Index
87.6035 Latitude
36:36:58.75 Longitude
-100:39:57.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04928 Vault Link
http://plansrv1/bridgemaintvault/b04928 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.61631944 Longitude DD
-100.66583889 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4538 x
-11206069.9255125 y
4385760.75055645 |
|||||||||||||||||||||||||||||||||||||
| 04927 | 1912 0710 X | 4927 | — | S.H. 48 | CREEK | 1912 0710 X | 3-10X10X94 RCB | 1936 | 35.74214167 | -96.38703889 | 44.948 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4537 BRKEY
4927 NBI No.
4927 On Under
1 Structure No.
1912 0710 X Control No.
012 Lane Ind.
Milepoint
07100 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
08 County
037 Location
7.1 MI N OKFUSKEE C/L Sufficiency
83.7 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.3 HS Inv. Rating Method
1 HS Inv. Method
30.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
54.680665 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
04927 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X10X94 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1912 0710 X H Index
97.4257 Latitude
35:44:31.71 Longitude
-96:23:13.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04927 Vault Link
http://plansrv1/bridgemaintvault/b04927 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
35.74214167 Longitude DD
-96.38703889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4537 x
-10729756.0883063 y
4265198.22559118 |
|||||||||||||||||||||||||||||||||||||
| 05022 | 4014 2619 X | 5022 | — | U.S. 271 | R.R. (ABANDONED) UNDER | 4014 2619 X | 50ft. I-BEAM - 44ft. RC BEAM - 55ft. I-BEAM SK 45° | 1936 | 34.93926111 | -94.85719167 | 151.001 | 27.001 | — | 3 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4524 BRKEY
5022 NBI No.
5022 On Under
1 Structure No.
4014 2619 X Control No.
014 Lane Ind.
Milepoint
26190 Facility Carried
U.S. 271 Feature Intersected
R.R. (ABANDONED) UNDER Division
02 County
079 Location
1.59 S JCT US-270 Sufficiency
53.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
151.001 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05022 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. I-BEAM - 44ft. RC BEAM - 55ft. I-BEAM SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4014 2619 X H Index
71.1499 Latitude
34:56:21.34 Longitude
-94:51:25.89 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
087 NBI Text
05022 Vault Link
http://plansrv1/bridgemaintvault/b05022 GIS FO/SD
FO H Inv. Method
20.2 Latitude DD
34.93926111 Longitude DD
-94.85719167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4524 x
-10559454.2747843 y
4155630.03194582 |
|||||||||||||||||||||||||||||||||||||
| 05021 | 5802R0678 X | 5021 | — | U.S. 59 | S.L. & S.F. R.R. UNDER | 5802 0678 X | 1-50ft. I-BM. 1-50ft.IBM | 1936 | 36.71147778 | -94.92851667 | 158.136 | 26.801 | — | 3 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Serious (3) | Critical (2) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7700 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
4523 BRKEY
5021 NBI No.
5021 On Under
1 Structure No.
5802R0678 X Control No.
002 Lane Ind.
Milepoint
06780 Facility Carried
U.S. 59 Feature Intersected
S.L. & S.F. R.R. UNDER Division
08 County
115 Location
US 59; 0.3 N JCT US 60/69 Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
23.999 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
1936 ADT Total
7700 ADT Year
2009 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
10.6 Underclearance Left
23.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
158.136 Deck Width
26.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
2 Super Rating
3 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.385 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2029 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05021 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-50ft. I-BM. 1-50ft.IBM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5802 0678 X H Index
42.6811 Latitude
36:42:41.32 Longitude
-94:55:42.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05021 Vault Link
http://plansrv1/bridgemaintvault/b05021 GIS FO/SD
SD H Inv. Method
16.535 Latitude DD
36.71147778 Longitude DD
-94.92851667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4523 x
-10567394.1374652 y
4398966.45218324 |
|||||||||||||||||||||||||||||||||||||
| 05019 | 5730R1166 X | 5019 | — | S.H. 99 | ABANDONED R.R. UNDER | 5730 1166 X | 40ft.-52ft.-50ft. I-BM. SPANS SK.45 DEG. | 1936 | 36.564917 | -96.316314 | 145.013 | 27.001 | — | 3 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 7.2 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
4521 BRKEY
5019 NBI No.
5019 On Under
1 Structure No.
5730R1166 X Control No.
030 Lane Ind.
Milepoint
11660 Facility Carried
S.H. 99 Feature Intersected
ABANDONED R.R. UNDER Division
08 County
113 Location
11.6 MI N SH 20 Sufficiency
7.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
23.999 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
1936 ADT Total
2200 ADT Year
2017 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
145.013 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.557 HS Inv. Rating Method
1 HS Inv. Method
25.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2037 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
05019 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-52ft.-50ft. I-BM. SPANS SK.45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5730 1166 X H Index
60.7394 Latitude
36:33:53.7 Longitude
-96:18:58.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05019 Vault Link
http://plansrv1/bridgemaintvault/b05019 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
36.564917 Longitude DD
-96.316314 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4521 x
-10721883.029565 y
4378634.10179069 |
|||||||||||||||||||||||||||||||||||||
| 05018 | 4112R0953 X | 5018 | — | S.H. 18 | CREEK/ ABANDONED R.R. | 4112R0953 X | 50ft.-40ft.-50ft. I-BM. SPANS SK. 50 DEG. 09ft. | 1936 | 35.64 | -96.88666667 | 142.06 | 27.001 | — | 3 | 50 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Failed (0) | Serious (3) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2820 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4520 BRKEY
5018 NBI No.
5018 On Under
1 Structure No.
4112R0953 X Control No.
012 Lane Ind.
Milepoint
09530 Facility Carried
S.H. 18 Feature Intersected
CREEK/ ABANDONED R.R. Division
03 County
081 Location
9.6 MI N JCT 62 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
9 Vertical Clearance
N 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
1936 ADT Total
2820 ADT Year
2002 Design Load
H 20 Skew
50 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
27.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
3 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
1 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3133 Future ADT Year
2020 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
10 STR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05018 ODOT County
41 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-40ft.-50ft. I-BM. SPANS SK. 50 DEG. 09ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4112R0953 X H Index
36.7412 Latitude
35:38:24 Longitude
-96:53:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05018 Vault Link
http://plansrv1/bridgemaintvault/b05018 GIS FO/SD
SD H Inv. Method
8.929 Latitude DD
35.64 Longitude DD
-96.88666667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4520 x
-10785374.398362 y
4251198.32490459 |
|||||||||||||||||||||||||||||||||||||
| 05017 | 5806R0256 X | 5017 | — | U.S. 60 | HORSE CREEK | 5806 0256 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-5ft. SIDEWALKS SK. 45 DEG. | 1936 | 36.696869 | -94.956678 | 143.045 | 38.999 | — | 3 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.9 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6500 | 2017 | 1 | Unmatched |
|
Raw data
OBJECTID
4519 BRKEY
5017 NBI No.
5017 On Under
1 Structure No.
5806R0256 X Control No.
006 Lane Ind.
Milepoint
02560 Facility Carried
U.S. 60 Feature Intersected
HORSE CREEK Division
08 County
115 Location
2.6 MI N DELAWARE Sufficiency
29.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1936 ADT Total
6500 ADT Year
2017 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
143.045 Deck Width
38.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.604 HS Inv. Rating Method
1 HS Inv. Method
29.762 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2037 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05017 ODOT County
58 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
5 Rt. Curb SW
5 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-5ft. SIDEWALKS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5806 0256 X H Index
62.5643 Latitude
36:41:48.73 Longitude
-94:57:24.04 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
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
1 Local Bridge ID
-1 NBI Text
05017 Vault Link
http://plansrv1/bridgemaintvault/b05017 GIS FO/SD
FOSD H Inv. Method
21.054 Latitude DD
36.696869 Longitude DD
-94.956678 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4519 x
-10570529.0423808 y
4396938.04152492 |
|||||||||||||||||||||||||||||||||||||
| 04926 | 0424 0541 X | 4926 | — | S.H. 3 | CREEK | 0424 0541 X | 4-10ft.X 10ft.X 80.8ft. R. | 1936 | 36.61625278 | -100.85690833 | 42.979 | 80.801 | — | 4 | 0 | 2 | 79.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4518 BRKEY
4926 NBI No.
4926 On Under
1 Structure No.
0424 0541 X Control No.
024 Lane Ind.
Milepoint
05410 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
06 County
007 Location
5.6 MI.E.OF TEXAS CO Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
79.3 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
79.3 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
42.979 Deck Width
80.801 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
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.9 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04926 ODOT County
04 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
4-10ft.X 10ft.X 80.8ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0424 0541 X H Index
87.9441 Latitude
36:36:58.51 Longitude
-100:51:24.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04926 Vault Link
http://plansrv1/bridgemaintvault/b04926 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
36.61625278 Longitude DD
-100.85690833 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4518 x
-11227339.6782795 y
4385751.50546078 |
|||||||||||||||||||||||||||||||||||||
| 04925 | 6714R0439 X | 4925 | — | S.H. 9 | CREEK | 6714 0439 X | 12ft.-14ft.-12ft.X12ft.X49ft. | 1936 | 35.246519 | -96.622578 | 47.9 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 51.5 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2018 | 2 | Unmatched |
|
Raw data
OBJECTID
4517 BRKEY
4925 NBI No.
4925 On Under
1 Structure No.
6714R0439 X Control No.
014 Lane Ind.
Milepoint
04390 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
133 Location
2.7 MI E JCT SH 99 Sufficiency
51.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1936 ADT Total
1200 ADT Year
2018 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
3 Structure Rating
3 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2038 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04925 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
12ft.-14ft.-12ft.X12ft.X49ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6714 0439 X H Index
56.2835 Latitude
35:14:47.47 Longitude
-96:37:21.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
04925 Vault Link
http://plansrv1/bridgemaintvault/b04925 GIS FO/SD
FOSD H Inv. Method
19.952 Latitude DD
35.246519 Longitude DD
-96.622578 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4517 x
-10755976.1820934 y
4197432.76080141 |
|||||||||||||||||||||||||||||||||||||
| 04923 | 5614 0226 X | 4923 | — | S.H. 16 | SALT CREEK TRIB. | 5614 0226 X | (12ft. - 14ft. - 12ft.) X 10ft. X 32ft. LONG RCB | 1936 | 35.74075 | -96.15205833 | 42.001 | 32 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4515 BRKEY
4923 NBI No.
4923 On Under
1 Structure No.
5614 0226 X Control No.
014 Lane Ind.
Milepoint
02260 Facility Carried
S.H. 16 Feature Intersected
SALT CREEK TRIB. Division
01 County
111 Location
2.26 E CREEK C/L Sufficiency
80.4 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1936 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
32 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4000 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04923 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.
0 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(12ft. - 14ft. - 12ft.) X 10ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5614 0226 X H Index
98.6629 Latitude
35:44:26.7 Longitude
-96:09:07.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
14-0226 NBI Text
04923 Vault Link
http://plansrv1/bridgemaintvault/b04923 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.74075 Longitude DD
-96.15205833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4515 x
-10703598.1720207 y
4265007.35778122 |
|||||||||||||||||||||||||||||||||||||
| 04922 | 6402 0174 X | 4922 | — | U.S. 271 | CREEK | 6402 0174 X | (12ft. - 14ft. - 12ft.) X 10ft. X 66ft. LONG RCB | 1936 | 34.18176667 | -95.62265833 | 66 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | Satisfactory (6) | 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 | 3400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4514 BRKEY
4922 NBI No.
4922 On Under
1 Structure No.
6402 0174 X Control No.
002 Lane Ind.
Milepoint
01740 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
1.74 N CHOCTAW C/L Sufficiency
82.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1936 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
66 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
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.1 HS Inv. Rating Method
1 HS Inv. Method
27.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
39.767756 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
04922 ODOT County
64 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
(12ft. - 14ft. - 12ft.) X 10ft. X 66ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6402 0174 X H Index
96.731 Latitude
34:10:54.36 Longitude
-95:37:21.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
002 NBI Text
04922 Vault Link
http://plansrv1/bridgemaintvault/b04922 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
34.18176667 Longitude DD
-95.62265833 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4514 x
-10644665.6335948 y
4053235.04053224 |
|||||||||||||||||||||||||||||||||||||
| 04921 | 0220R0143 X | 4921 | — | S.H. 11 | CREEK | 0220 0143 X | 2-12ft.,14X4X32.3 RCB | 1936 | 36.797128 | -98.334461 | 40.026 | 32.3 | — | 3 | 0 | 2 | 29.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
4513 BRKEY
4921 NBI No.
4921 On Under
1 Structure No.
0220R0143 X Control No.
020 Lane Ind.
Milepoint
01430 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
1.5 MI.E. JCT. US 64 Sufficiency
71.3 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.501 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
1936 ADT Total
2200 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
29.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.007 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
32.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.116 HS Inv. Rating Method
1 HS Inv. Method
24.692 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2038 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04921 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.,14X4X32.3 RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0143 X H Index
84.7186 Latitude
36:47:49.66 Longitude
-98:20:04.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04921 Vault Link
http://plansrv1/bridgemaintvault/b04921 GIS FO/SD
Meets Standards H Inv. Method
13.669 Latitude DD
36.797128 Longitude DD
-98.334461 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4513 x
-10946542.125951 y
4410866.64579641 |
|||||||||||||||||||||||||||||||||||||
| 05016 | 3210R0216 X | 5016 | — | U.S. 270 | SALT CREEK | 3210 0216 X | 40ft.-60ft.-40ft. I-BM SPA | 1936 | 34.95349722 | -96.20611111 | 142.06 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9.4 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4500 BRKEY
5016 NBI No.
5016 On Under
1 Structure No.
3210R0216 X Control No.
010 Lane Ind.
Milepoint
02160 Facility Carried
U.S. 270 Feature Intersected
SALT CREEK Division
03 County
063 Location
2.2 MI E JCT US 75 Sufficiency
9.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
2400 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.1 HS Inv. Rating Method
1 HS Inv. Method
25.904 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2026 Bypass Detour
11.184681 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05016 ODOT County
32 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3210 0216 X H Index
54.601 Latitude
34:57:12.59 Longitude
-96:12:22 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05016 Vault Link
http://plansrv1/bridgemaintvault/b05016 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
34.95349722 Longitude DD
-96.20611111 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4500 x
-10709615.2999663 y
4157563.39636012 |
|||||||||||||||||||||||||||||||||||||
| 05014 | 5802R1703 X | 5014 | — | U.S. 59 | S.L. & S.F. R.R. UNDER | 5802R1703 X | 3-44ft. I-BM. SPANS SK. 60 DEG. | 1936 | 36.85666667 | -94.90333333 | 133.858 | 27.001 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.9 | Serious (3) | Serious (3) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3570 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4498 BRKEY
5014 NBI No.
5014 On Under
1 Structure No.
5802R1703 X Control No.
002 Lane Ind.
Milepoint
17030 Facility Carried
U.S. 59 Feature Intersected
S.L. & S.F. R.R. UNDER Division
08 County
115 Location
0.2 MI S SH 66 Sufficiency
21.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
23.999 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
1936 ADT Total
3570 ADT Year
1999 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
10.899 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
133.858 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
5 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3100 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05014 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5802R1703 X H Index
100 Latitude
36:51:24 Longitude
-94:54:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05014 Vault Link
http://plansrv1/bridgemaintvault/b05014 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.85666667 Longitude DD
-94.90333333 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4498 x
-10564590.7408799 y
4419146.75630455 |
|||||||||||||||||||||||||||||||||||||
| 05013 | 7508R1345 X | 5013 | — | S.H. 152 | A.T. & S.F. R.R. UNDER | 7508 1345 X | 3-44ft. I-BEAM SPANS | 1936 | 35.29126389 | -99.12684444 | 132.874 | 26.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.3 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2014 | 2 | Unmatched |
|
Raw data
OBJECTID
4497 BRKEY
5013 NBI No.
5013 On Under
1 Structure No.
7508R1345 X Control No.
008 Lane Ind.
Milepoint
13450 Facility Carried
S.H. 152 Feature Intersected
A.T. & S.F. R.R. UNDER Division
05 County
149 Location
13.5 MI E BECKHAM CO Sufficiency
51.3 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
24.003 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
1936 ADT Total
1800 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
R Underclearance Right
17.11 Underclearance Left
15.85 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
38.25 HS Inv. Rating Method
1 HS Inv. Method
23.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2034 Bypass Detour
26.718961 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
05013 ODOT County
75 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7508 1345 X H Index
70.6788 Latitude
35:17:28.55 Longitude
-99:07:36.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
05013 Vault Link
http://plansrv1/bridgemaintvault/b05013 GIS FO/SD
Meets Standards H Inv. Method
16.976 Latitude DD
35.29126389 Longitude DD
-99.12684444 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4497 x
-11034749.8470048 y
4203533.5277891 |
|||||||||||||||||||||||||||||||||||||
| 05012 | 2512R0774 X | 5012 | — | S.H. 19 | CREEK/ ABANDONED R.R. | 2512R0774 X | 3-44ft. I-BM. SPANS | 1936 | 34.79666667 | -97.11666667 | 132.874 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.9 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2270 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4496 BRKEY
5012 NBI No.
5012 On Under
1 Structure No.
2512R0774 X Control No.
012 Lane Ind.
Milepoint
07740 Facility Carried
S.H. 19 Feature Intersected
CREEK/ ABANDONED R.R. Division
03 County
049 Location
7.9 MI NE JCT US 77 Sufficiency
23.9 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
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
2270 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2200 Future ADT Year
2017 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05012 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-44ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2512R0774 X H Index
100 Latitude
34:47:48 Longitude
-97:07:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05012 Vault Link
http://plansrv1/bridgemaintvault/b05012 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
34.79666667 Longitude DD
-97.11666667 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4496 x
-10810977.8812445 y
4136283.17403467 |
|||||||||||||||||||||||||||||||||||||
| 05011 | 5728R0608 X | 5011 | — | S.H. 99 | CREEK | 5728R0608 X | 3-44ft. I-BM. SPANS SK 60 DEG. | 1936 | 36.39166667 | -96.39333333 | 133.858 | 27.001 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3300 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4495 BRKEY
5011 NBI No.
5011 On Under
1 Structure No.
5728R0608 X Control No.
028 Lane Ind.
Milepoint
06080 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
08 County
113 Location
6.3 MI. N.PAWNEE CL Sufficiency
25.9 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
3300 ADT Year
1999 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
133.858 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3100 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05011 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. I-BM. SPANS SK 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5728R0608 X H Index
100 Latitude
36:23:30 Longitude
-96:23:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05011 Vault Link
http://plansrv1/bridgemaintvault/b05011 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.39166667 Longitude DD
-96.39333333 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4495 x
-10730456.7821619 y
4354648.79948488 |
|||||||||||||||||||||||||||||||||||||
| 04920 | 7712 0125 X | 4920 | — | U.S. 412 | CREEK | 7712 0125 X | 4-15ft.X 9ft.X 102ft. R.C.BOX | 1992 | 36.433333 | -99.368167 | 62.992 | 102.001 | — | 4 | 0 | 5 | 85.699 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4494 BRKEY
4920 NBI No.
4920 On Under
1 Structure No.
7712 0125 X Control No.
012 Lane Ind.
Milepoint
01250 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
06 County
153 Location
1.2 E JCT US 183 Sufficiency
90.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85.699 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
1992 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
85.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
3 Appr. Roadway Width
82.001 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 Deck Width
102.001 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04920 ODOT County
77 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
4-15ft.X 9ft.X 102ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 0125 X H Index
88.7872 Latitude
36:26:00 Longitude
-99:22:05.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04920 Vault Link
http://plansrv1/bridgemaintvault/b04920 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.433333 Longitude DD
-99.368167 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4494 x
-11061613.751501 y
4360412.31901484 |
|||||||||||||||||||||||||||||||||||||
| 04919 | 0542R0080 XC | 4919 | — | S.H. 6 SD | CREEK | 0542R0080 XC | 40ft. RIVET PONY TRUSS SPAN | 1936 | 35.40666667 | -99.64166667 | 40.026 | 13.999 | — | 1 | 0 | 1 | 13.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31 | Critical (2) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4493 BRKEY
4919 NBI No.
4919 On Under
1 Structure No.
0542R0080 XC Control No.
042 Lane Ind.
Milepoint
00800 Facility Carried
S.H. 6 SD Feature Intersected
CREEK Division
05 County
009 Location
0.8 MI E OF US 283 Sufficiency
31 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
13.999 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
1936 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
13.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
10 Length
40.026 Deck Width
13.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
4 HS Operating Rating Method
2 HS Operating Rating
4.96 HS Inv. Rating Method
2 HS Inv. Method
4.96 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2019 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04919 ODOT County
05 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
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. RIVET PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
0542R0080 XC H Index
100 Latitude
35:24:24 Longitude
-99:38:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 6 SD Scour
6 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04919 Vault Link
http://plansrv1/bridgemaintvault/b04919 GIS FO/SD
Meets Standards H Inv. Method
4.96 Latitude DD
35.40666667 Longitude DD
-99.64166667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4493 x
-11092059.5954975 y
4219283.77139454 |
|||||||||||||||||||||||||||||||||||||
| 03977 | 6404R3598 X | 3977 | — | U.S. 271 | CREEK | 6404R3598 X | (13ft.-17ft.-13ft.) X 12ft. X 30ft. R.C. BOX WITH HANDRAILS | 1933 | 34.575 | -95.34 | 46.916 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1390 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4487 BRKEY
3977 NBI No.
3977 On Under
1 Structure No.
6404R3598 X Control No.
004 Lane Ind.
Milepoint
35980 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
1.3 MI S CLAYTON Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1933 ADT Total
1390 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1200 Future ADT Year
2017 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03977 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 12ft. X 30ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R3598 X H Index
100 Latitude
34:34:30 Longitude
-95:20:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03977 Vault Link
http://plansrv1/bridgemaintvault/b03977 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.575 Longitude DD
-95.34 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4487 x
-10613200.2522307 y
4106274.28688397 |
|||||||||||||||||||||||||||||||||||||
| 03976 | 6404 1294 X | 3976 | — | U.S. 271 | GAY CREEK | 6404 1294 X | 41ft. WF-BEAM | 1933 | 34.33795 | -95.462925 | 41.001 | 42.201 | — | 1 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4486 BRKEY
3976 NBI No.
3976 On Under
1 Structure No.
6404 1294 X Control No.
004 Lane Ind.
Milepoint
12940 Facility Carried
U.S. 271 Feature Intersected
GAY CREEK Division
02 County
127 Location
12.94 NE JCT SH-3 Sufficiency
81.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
41.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03976 ODOT County
64 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
1.099 Rt. Curb SW
1.099 Description
41ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 1294 X H Index
100 Latitude
34:20:16.62 Longitude
-95:27:46.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
011 NBI Text
03976 Vault Link
http://plansrv1/bridgemaintvault/b03976 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
34.33795 Longitude DD
-95.462925 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4486 x
-10626884.2006365 y
4074271.22745431 |
|||||||||||||||||||||||||||||||||||||
| 03975 | 7702R1162 X | 3975 | — | U.S. 183 | CREEK | 7702 1162 X | 4-10ft.X 3ft.X 54ft. R.C.B | 1933 | 36.24607778 | -99.14146389 | 43.963 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4485 BRKEY
3975 NBI No.
3975 On Under
1 Structure No.
7702R1162 X Control No.
002 Lane Ind.
Milepoint
11620 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
7.0 MI SE JCT SH 50 Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.806 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
1933 ADT Total
4600 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
4 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
109.4 HS Inv. Rating Method
1 HS Inv. Method
65.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2036 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03975 ODOT County
77 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
4-10ft.X 3ft.X 54ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1162 X H Index
96.8066 Latitude
36:14:45.88 Longitude
-99:08:29.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03975 Vault Link
http://plansrv1/bridgemaintvault/b03975 GIS FO/SD
Meets Standards H Inv. Method
36.5 Latitude DD
36.24607778 Longitude DD
-99.14146389 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4485 x
-11036377.2767345 y
4334534.33805771 |
|||||||||||||||||||||||||||||||||||||
| 03974 | 2714 1101 X | 3974 | — | S.H. 11 | LITTLE ANTELOPE CREEK | 2714 1101 X | 4-10ft. X 6ft. X 36ft. RCB | 1933 | 36.8107 | -97.53353611 | 43.002 | 38.75 | — | 4 | 0 | 2 | 35.948 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4484 BRKEY
3974 NBI No.
3974 On Under
1 Structure No.
2714 1101 X Control No.
014 Lane Ind.
Milepoint
11010 Facility Carried
S.H. 11 Feature Intersected
LITTLE ANTELOPE CREEK Division
04 County
053 Location
1.1 MI E JCT SH 74 Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
35.948 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
1933 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
35.948 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
43.002 Deck Width
38.75 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.5 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
44.117354 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
9999 Min Measured Clearance
9999 NBI Rating
03974 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft. X 6ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 1101 X H Index
67.6064 Latitude
36:48:38.52 Longitude
-97:32:00.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03974 Vault Link
http://plansrv1/bridgemaintvault/b03974 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
36.8107 Longitude DD
-97.53353611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4484 x
-10857383.5750326 y
4412753.55245231 |
|||||||||||||||||||||||||||||||||||||
| 03973 | 5706R1061 X | 3973 | — | U.S. 60 | DRY HOLLOW CREEK | 5706 1061 X | 3-10ft. X 10ft. X 72ft. R. | 1933 | 36.75851389 | -96.20884444 | 47.9 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4483 BRKEY
3973 NBI No.
3973 On Under
1 Structure No.
5706R1061 X Control No.
006 Lane Ind.
Milepoint
10610 Facility Carried
U.S. 60 Feature Intersected
DRY HOLLOW CREEK Division
08 County
113 Location
5.1 MI. E. JCT. SH99 Sufficiency
92.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1933 ADT Total
2400 ADT Year
2014 Design Load
H 20 Skew
45 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
20 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
624.8 HS Inv. Rating Method
1 HS Inv. Method
374.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2034 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03973 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 72ft. R. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 1061 X H Index
66.9993 Latitude
36:45:30.65 Longitude
-96:12:31.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03973 Vault Link
http://plansrv1/bridgemaintvault/b03973 GIS FO/SD
Meets Standards H Inv. Method
352.9 Latitude DD
36.75851389 Longitude DD
-96.20884444 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4483 x
-10709919.5728701 y
4405499.97816367 |
|||||||||||||||||||||||||||||||||||||
| 03882 | 6802 0993 X | 3882 | — | U.S. 59 | CREEK | 6802 0993 X | (2) 10ft. X 4ft. X 42ft. LONG RCB | 1933 | 35.46018611 | -94.7939 | 22.999 | 42 | — | 2 | 0 | 3 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 12000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4482 BRKEY
3882 NBI No.
3882 On Under
1 Structure No.
6802 0993 X Control No.
002 Lane Ind.
Milepoint
09930 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
01 County
135 Location
9.93 N LE FLORE C/L Sufficiency
67.2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1933 ADT Total
12000 ADT Year
2022 Design Load
H 20 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
3 Fill RCB
AG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
42 Bridge Open Closed
A TSF Rail
0 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
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.7 HS Inv. Rating Method
1 HS Inv. Method
37.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19200 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03882 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 4ft. X 42ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6802 0993 X H Index
91.2723 Latitude
35:27:36.67 Longitude
-94:47:38.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02-0993 NBI Text
03882 Vault Link
http://plansrv1/bridgemaintvault/b03882 GIS FO/SD
FO H Inv. Method
20.9 Latitude DD
35.46018611 Longitude DD
-94.7939 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
4482 x
-10552408.6783085 y
4226595.78971597 |
|||||||||||||||||||||||||||||||||||||
| 03881 | 6004 0977 X | 3881 | — | S.H. 18 | CREEK | 6004 0977 X | 2-10ft.X 10ft.X 87ft. R.C.BOX W/ 4FT CURTAIN WALLS | 1935 | 36.12754722 | -96.769075 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4481 BRKEY
3881 NBI No.
3881 On Under
1 Structure No.
6004 0977 X Control No.
004 Lane Ind.
Milepoint
09770 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
04 County
119 Location
1.4 MI N JCT SH 51 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84.999 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
1935 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
39.99 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
65.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
26.718961 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
9999 Min Measured Clearance
9999 NBI Rating
03881 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 87ft. R.C.BOX W/ 4FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6004 0977 X H Index
95.025 Latitude
36:07:39.17 Longitude
-96:46:08.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
03881 Vault Link
http://plansrv1/bridgemaintvault/b03881 GIS FO/SD
Meets Standards H Inv. Method
37.4 Latitude DD
36.12754722 Longitude DD
-96.769075 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4481 x
-10772284.1535361 y
4318185.89533047 |
|||||||||||||||||||||||||||||||||||||
| 03880 | 2510 0963 X | 3880 | — | S.H. 19 | CREEK | 2510 0963 X | 2-10ft. X 4ft. X 148ft. RD | 1933 | 34.739272 | -97.269778 | 22.966 | 37.999 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4480 BRKEY
3880 NBI No.
3880 On Under
1 Structure No.
2510 0963 X Control No.
010 Lane Ind.
Milepoint
09630 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
9.7 MI E JCT SH 74 Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
4400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
37.999 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
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03880 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 148ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2510 0963 X H Index
99.01 Latitude
34:44:21.38 Longitude
-97:16:11.2 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
4 Local Bridge ID
-1 NBI Text
03880 Vault Link
http://plansrv1/bridgemaintvault/b03880 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
34.739272 Longitude DD
-97.269778 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4480 x
-10828022.1565348 y
4128505.45788496 |
|||||||||||||||||||||||||||||||||||||
| 03879 | 4002 0930 X | 3879 | — | U.S. 59 | CREEK | 4002 0930 X | (3) 8ft. X 3ft. X 40ft. RCB | 1933 | 34.73488056 | -94.60724722 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4479 BRKEY
3879 NBI No.
3879 On Under
1 Structure No.
4002 0930 X Control No.
002 Lane Ind.
Milepoint
09300 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
0.88 W JCT US-259 Sufficiency
83.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1933 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.8 HS Inv. Rating Method
1 HS Inv. Method
31.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
71.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03879 ODOT County
40 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) 8ft. X 3ft. X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 0930 X H Index
98.7121 Latitude
34:44:05.57 Longitude
-94:36:26.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
011 NBI Text
03879 Vault Link
http://plansrv1/bridgemaintvault/b03879 GIS FO/SD
Meets Standards H Inv. Method
17.5 Latitude DD
34.73488056 Longitude DD
-94.60724722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4479 x
-10531630.5858837 y
4127910.583892 |
|||||||||||||||||||||||||||||||||||||
| 03878 | 3706 0920 X | 3878 | — | S.H. 3 & S.H. 33 | CREEK | 3706 0920 X | 2 -10ft. X 4ft. X 37ft. R.C. BOX | 1933 | 35.85591667 | -98.04628889 | 20.981 | 39.003 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4478 BRKEY
3878 NBI No.
3878 On Under
1 Structure No.
3706 0920 X Control No.
006 Lane Ind.
Milepoint
09200 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
9.2 MI E BLAINE C/L Sufficiency
88.3 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.1 Span Type Main
M Material
1 - Concrete Design
19 Length
20.981 Deck Width
39.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03878 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 -10ft. X 4ft. X 37ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0920 X H Index
95.3645 Latitude
35:51:21.3 Longitude
-98:02:46.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03878 Vault Link
http://plansrv1/bridgemaintvault/b03878 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.85591667 Longitude DD
-98.04628889 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4478 x
-10914462.953405 y
4280813.7964503 |
|||||||||||||||||||||||||||||||||||||
| 03877 | 7702R0907 X | 3877 | — | U.S. 183 | CREEK | 7702 0907 X | 2-10ft.X 8ft.X 58ft. LG. R.C.BOX | 1933 | 36.22711389 | -99.10209722 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4300 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4477 BRKEY
3877 NBI No.
3877 On Under
1 Structure No.
7702R0907 X Control No.
002 Lane Ind.
Milepoint
09070 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
9.0 MI NW MAJOR C/L Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.743 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
1933 ADT Total
4300 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.1 HS Inv. Rating Method
1 HS Inv. Method
52.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2036 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03877 ODOT County
77 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
2-10ft.X 8ft.X 58ft. LG. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7702 0907 X H Index
96.2697 Latitude
36:13:37.61 Longitude
-99:06:07.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03877 Vault Link
http://plansrv1/bridgemaintvault/b03877 GIS FO/SD
Meets Standards H Inv. Method
33.3 Latitude DD
36.22711389 Longitude DD
-99.10209722 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4477 x
-11031994.9990759 y
4331917.06145388 |
|||||||||||||||||||||||||||||||||||||
| 03786 | 6512R1133 X | 3786 | — | S.H. 33 | NINE MILE CREEK | 6512 1133 X | 6-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.67506667 | -99.47941389 | 180.118 | 24.003 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.5 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4476 BRKEY
3786 NBI No.
3786 On Under
1 Structure No.
6512R1133 X Control No.
012 Lane Ind.
Milepoint
11330 Facility Carried
S.H. 33 Feature Intersected
NINE MILE CREEK Division
05 County
129 Location
11.7 MI E JCT U.S. 283 Sufficiency
40.5 Kind Hwy
3 Level Service
1 Route No.
00033 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
1932 ADT Total
1300 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
24.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.478 HS Inv. Rating Method
1 HS Inv. Method
30.865 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2030 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03786 ODOT County
65 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 1133 X H Index
47.9901 Latitude
35:40:30.24 Longitude
-99:28:45.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03786 Vault Link
http://plansrv1/bridgemaintvault/b03786 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
35.67506667 Longitude DD
-99.47941389 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4476 x
-11073997.6986481 y
4256002.66704942 |
|||||||||||||||||||||||||||||||||||||
| 03785 | 6504R0749 X | 3785 | — | U.S. 283 | DEAD WARRIOR CREEK | 6504 0749 X | 3-60ft. I-BEAM SPANS | 1932 | 35.716094 | -99.694783 | 183.071 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.2 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
4475 BRKEY
3785 NBI No.
3785 On Under
1 Structure No.
6504R0749 X Control No.
004 Lane Ind.
Milepoint
07490 Facility Carried
U.S. 283 Feature Intersected
DEAD WARRIOR CREEK Division
05 County
129 Location
7.4 MI N JCT S.H. 47 Sufficiency
55.2 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2200 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2038 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03785 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6504 0749 X H Index
71.5096 Latitude
35:42:57.94 Longitude
-99:41:41.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03785 Vault Link
http://plansrv1/bridgemaintvault/b03785 GIS FO/SD
FO H Inv. Method
23.5 Latitude DD
35.716094 Longitude DD
-99.694783 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4475 x
-11097972.4783059 y
4261626.3355595 |
|||||||||||||||||||||||||||||||||||||
| 03784 | 6508R0541 X | 3784 | — | S.H. 33 | TURKEY CREEK | 6508 0541 X | 6-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.81303333 | -99.90384167 | 180.118 | 24.003 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 34.4 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4474 BRKEY
3784 NBI No.
3784 On Under
1 Structure No.
6508R0541 X Control No.
008 Lane Ind.
Milepoint
05410 Facility Carried
S.H. 33 Feature Intersected
TURKEY CREEK Division
05 County
129 Location
1.2 MI E JCT S.H. 30 Sufficiency
34.4 Kind Hwy
3 Level Service
1 Route No.
00033 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
1932 ADT Total
1500 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
29.003 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
24.003 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2034 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03784 ODOT County
65 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6508 0541 X H Index
40.3955 Latitude
35:48:46.92 Longitude
-99:54:13.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03784 Vault Link
http://plansrv1/bridgemaintvault/b03784 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.81303333 Longitude DD
-99.90384167 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4474 x
-11121244.7829962 y
4274925.44947178 |
|||||||||||||||||||||||||||||||||||||
| 03783 | 0212R0339 X | 3783 | — | S.H. 8 | DRIFTWOOD CREEK O'FLOW | 0212 0339 X | 6-30ft. I-BM. SPANS | 1932 | 36.84635833 | -98.35986667 | 180.118 | 23.501 | — | 6 | 0 | 2 | 22.799 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 35.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4473 BRKEY
3783 NBI No.
3783 On Under
1 Structure No.
0212R0339 X Control No.
012 Lane Ind.
Milepoint
03390 Facility Carried
S.H. 8 Feature Intersected
DRIFTWOOD CREEK O'FLOW Division
06 County
003 Location
3.5 MI.N.JCT.US64 Sufficiency
35.9 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.799 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
1932 ADT Total
1100 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
22.799 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.005 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
23.501 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2030 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03783 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.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0339 X H Index
44.8819 Latitude
36:50:46.89 Longitude
-98:21:35.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03783 Vault Link
http://plansrv1/bridgemaintvault/b03783 GIS FO/SD
SD H Inv. Method
18.188 Latitude DD
36.84635833 Longitude DD
-98.35986667 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4473 x
-10949370.2721987 y
4417712.70239779 |
|||||||||||||||||||||||||||||||||||||
| 03782 | 5612 0048 X | 3782 | — | U.S. 266 | COAL CREEK | 5612 0048 X | (3) 60ft. I-BEAM | 1932 | 35.45834444 | -95.95404167 | 180 | 32.201 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.5 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 4000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4472 BRKEY
3782 NBI No.
3782 On Under
1 Structure No.
5612 0048 X Control No.
012 Lane Ind.
Milepoint
00480 Facility Carried
U.S. 266 Feature Intersected
COAL CREEK Division
01 County
111 Location
0.48 E JCT US-62 Sufficiency
70.5 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1932 ADT Total
4000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 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
180 Deck Width
32.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.4 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03782 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
1.099 Rt. Curb SW
1.099 Description
(3) 60ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5612 0048 X H Index
99.1117 Latitude
35:27:30.04 Longitude
-95:57:14.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
12-0048 NBI Text
03782 Vault Link
http://plansrv1/bridgemaintvault/b03782 GIS FO/SD
Meets Standards H Inv. Method
25.5 Latitude DD
35.45834444 Longitude DD
-95.95404167 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
4472 x
-10681555.058261 y
4226344.09336572 |
|||||||||||||||||||||||||||||||||||||
| 03781 | 6512R1460 X | 3781 | — | S.H. 33 | WASHITA RIVER | 6512 1460 X | 100ft. PONY TRUSS, 36ft. I-BEAM SPANS | 1932 | 35.65166667 | -99.43 | 175.853 | 25 | — | 2 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37 | Poor (4) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4471 BRKEY
3781 NBI No.
3781 On Under
1 Structure No.
6512R1460 X Control No.
012 Lane Ind.
Milepoint
14600 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
3.1 MI W JCT SH 34 Sufficiency
37 Kind Hwy
3 Level Service
1 Route No.
00033 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
1932 ADT Total
1400 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
175.853 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
18.519 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2026 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
y02 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03781 ODOT County
65 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS, 36ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 1460 X H Index
48.9796 Latitude
35:39:06 Longitude
-99:25:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03781 Vault Link
http://plansrv1/bridgemaintvault/b03781 GIS FO/SD
Meets Standards H Inv. Method
12.346 Latitude DD
35.65166667 Longitude DD
-99.43 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4471 x
-11068496.9695752 y
4252796.49386155 |
|||||||||||||||||||||||||||||||||||||
| 04074 | 3318R0887 X | 4074 | — | S.H. 6 | TURKEY CREEK | 3318 0887 X | 3-80ft. PONY TRUSS & 4 | 1933 | 34.55221944 | -99.41794722 | 348.097 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
4470 BRKEY
4074 NBI No.
4074 On Under
1 Structure No.
3318R0887 X Control No.
018 Lane Ind.
Milepoint
08870 Facility Carried
S.H. 6 Feature Intersected
TURKEY CREEK Division
05 County
065 Location
8.8 MI NE JCT SH 34 Sufficiency
54.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1933 ADT Total
1500 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
348.097 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
36.6 HS Inv. Rating Method
2 HS Inv. Method
22.7 H Operating Rating
2 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2031 Bypass Detour
18.019764 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
04074 ODOT County
33 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. PONY TRUSS & 4 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3318 0887 X H Index
61.6965 Latitude
34:33:07.99 Longitude
-99:25:04.61 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04074 Vault Link
http://plansrv1/bridgemaintvault/b04074 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.55221944 Longitude DD
-99.41794722 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4470 x
-11067155.2602429 y
4103194.83327152 |
|||||||||||||||||||||||||||||||||||||
| 04073 | 3410R0557 X | 4073 | — | S.H. 5 | BEAVER CREEK | 3410 0557 X | 140ft. HIGH TRUSS & 2-100ft. PONY TRUSS SPANS | 1933 | 34.21696389 | -98.04965833 | 347.113 | 22.999 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 32 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 970 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4469 BRKEY
4073 NBI No.
4073 On Under
1 Structure No.
3410R0557 X Control No.
010 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 5 Feature Intersected
BEAVER CREEK Division
07 County
067 Location
5.6 MI E COTTON C/L Sufficiency
32 Kind Hwy
3 Level Service
1 Route No.
00005 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
1933 ADT Total
970 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
347.113 Deck Width
22.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
33.951 HS Inv. Rating Method
1 HS Inv. Method
20.393 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2027 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04073 ODOT County
34 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
140ft. HIGH TRUSS & 2-100ft. PONY TRUSS SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3410 0557 X H Index
70.1848 Latitude
34:13:01.07 Longitude
-98:02:58.77 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
40 NBI Text
04073 Vault Link
http://plansrv1/bridgemaintvault/b04073 GIS FO/SD
SD H Inv. Method
13.669 Latitude DD
34.21696389 Longitude DD
-98.04965833 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4469 x
-10914838.03775 y
4057972.31444559 |
|||||||||||||||||||||||||||||||||||||
| 04072 | 7604R0208 X | 4072 | — | U.S. 64 | ANDERSON CREEK | 7604 0208 X | 8-40ft. I-BM. SPANS SK. 54 DEG. LF | 1933 | 36.812089 | -99.078003 | 323.163 | 26.001 | — | 8 | 36 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
4468 BRKEY
4072 NBI No.
4072 On Under
1 Structure No.
7604R0208 X Control No.
004 Lane Ind.
Milepoint
02080 Facility Carried
U.S. 64 Feature Intersected
ANDERSON CREEK Division
06 County
151 Location
2.1 MI E JCT SH-50 Sufficiency
27.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1933 ADT Total
1400 ADT Year
2016 Design Load
H 20 Skew
36 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
323.163 Deck Width
26.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.337 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2036 Bypass Detour
72.079058 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04072 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-40ft. I-BM. SPANS SK. 54 DEG. LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7604 0208 X H Index
46.5011 Latitude
36:48:43.52 Longitude
-99:04:40.81 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04072 Vault Link
http://plansrv1/bridgemaintvault/b04072 GIS FO/SD
SD H Inv. Method
17.527 Latitude DD
36.812089 Longitude DD
-99.078003 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4468 x
-11029312.8427744 y
4412946.68311861 |
|||||||||||||||||||||||||||||||||||||
| 04071 | 6404R2361 X | 4071 | — | U.S. 271 | BLACK SULPHUR CANYON | 6404 2361 X | 2-44ft.,2-30ft.,60ft.,2-50ft. I-BM. SPANS, (30ft. SPANS ARE ON TOWERS) | 1933 | 34.449881 | -95.346861 | 308.999 | 27.001 | — | 7 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 530 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
4467 BRKEY
4071 NBI No.
4071 On Under
1 Structure No.
6404R2361 X Control No.
004 Lane Ind.
Milepoint
23610 Facility Carried
U.S. 271 Feature Intersected
BLACK SULPHUR CANYON Division
02 County
127 Location
23.6NE OF JCT US271/SH3 Sufficiency
38 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1933 ADT Total
530 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
7 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
308.999 Deck Width
27.001 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
5 Super Rating
4 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46.6 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2040 Bypass Detour
123.652866 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
04071 ODOT County
64 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
2-44ft.,2-30ft.,60ft.,2-50ft. I-BM. SPANS, (30ft. SPANS ARE ON TOWERS) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 2361 X H Index
80.2675 Latitude
34:26:59.57 Longitude
-95:20:48.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
015 NBI Text
04071 Vault Link
http://plansrv1/bridgemaintvault/b04071 GIS FO/SD
SD H Inv. Method
17.9 Latitude DD
34.449881 Longitude DD
-95.346861 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4467 x
-10613964.015257 y
4089371.21056412 |
|||||||||||||||||||||||||||||||||||||
| 04070 | 6404R1172 X | 4070 | — | U.S. 271 | BIG CEDAR CREEK | 6404 1172 X | 180ft. HIGH TRUSS AND 2-60ft. I-BM. SPANS | 1933 | 34.32948889 | -95.481725 | 305.118 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 26.1 | Poor (4) | Poor (4) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 810 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4466 BRKEY
4070 NBI No.
4070 On Under
1 Structure No.
6404R1172 X Control No.
004 Lane Ind.
Milepoint
11720 Facility Carried
U.S. 271 Feature Intersected
BIG CEDAR CREEK Division
02 County
127 Location
11.6 MI NE JCT SH 3 Sufficiency
26.1 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 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
1933 ADT Total
810 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
305.118 Deck Width
27.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 Deck Rating
4 Super Rating
4 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
29.983 HS Inv. Rating Method
1 HS Inv. Method
23.589 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2027 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
223045 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
15.1 Max Measured Clearance
15.1 Min Measured Clearance
15.1 NBI Rating
04070 ODOT County
64 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
180ft. HIGH TRUSS AND 2-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 1172 X H Index
62.8606 Latitude
34:19:46.16 Longitude
-95:28:54.21 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
010 NBI Text
04070 Vault Link
http://plansrv1/bridgemaintvault/b04070 GIS FO/SD
SD H Inv. Method
12.897 Latitude DD
34.32948889 Longitude DD
-95.481725 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4466 x
-10628977.0070634 y
4073130.60664978 |
|||||||||||||||||||||||||||||||||||||
| 04069 | 1724R0918 X | 4069 | — | S.H. 53 | LITTLE BEAVER CREEK O'FL | 1724 0918 X | 10-30ft. I-BM SPANS | 1933 | 34.36222222 | -98.15222222 | 300.899 | 25.499 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 33.9 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4465 BRKEY
4069 NBI No.
4069 On Under
1 Structure No.
1724R0918 X Control No.
024 Lane Ind.
Milepoint
09180 Facility Carried
S.H. 53 Feature Intersected
LITTLE BEAVER CREEK O'FL Division
07 County
033 Location
9.1 MI E JCT SH 5 Sufficiency
33.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 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
1933 ADT Total
1200 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
10 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
300.899 Deck Width
25.499 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2030 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
closed Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
04069 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
10-30ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0918 X H Index
74.9535 Latitude
34:21:44 Longitude
-98:09:08 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
68 NBI Text
04069 Vault Link
http://plansrv1/bridgemaintvault/b04069 GIS FO/SD
SD H Inv. Method
12.015 Latitude DD
34.36222222 Longitude DD
-98.15222222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4465 x
-10926255.3977586 y
4077543.94264224 |