ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 18723 | 7606 0545 X | 18723 | Woods | U.S. 64 | LITTLE EAGLE CHIEF CREEK | 7606 0545 X | 3-40ft. PRESTRESSED CONC. BM SPANS | 1974 | 36.797669 | -98.783286 | 122.047 | 45.2 | — | 3 | 0 | 2 | 42.799 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18191 BRKEY
18723 NBI No.
18723 On Under
1 Structure No.
7606 0545 X Control No.
006 Lane Ind.
Milepoint
05450 Facility Carried
U.S. 64 Feature Intersected
LITTLE EAGLE CHIEF CREEK Division
06 County
151 Location
5.5 MI E JCT SH-14 Sufficiency
88.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.799 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
1974 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.799 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
5 - Prestressed Concrete Design
02 Length
122.047 Deck Width
45.2 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.8 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
3 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
41.010498 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
18723 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
3-40ft. PRESTRESSED CONC. BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7606 0545 X H Index
87.0003 Latitude
36:47:51.61 Longitude
-98:46:59.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18723 Vault Link
http://plansrv1/bridgemaintvault/b18723 GIS FO/SD
Meets Standards H Inv. Method
23.5 Latitude DD
36.797669 Longitude DD
-98.783286 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18191 x
-10996505.0964063 y
4410941.85428856 |
|||||||||||||||||||||||||||||||||||||
| 18722 | 2908 0339 X | 18722 | Harmon | S.H. 30 | EAST FORK SANDY CREEK | 2908 0339 X | 5-25ft. REINF. CONC. SLAB SPANS | 1974 | 34.73092778 | -99.91205278 | 125 | 35 | — | 5 | 0 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.1 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18190 BRKEY
18722 NBI No.
18722 On Under
1 Structure No.
2908 0339 X Control No.
008 Lane Ind.
Milepoint
03390 Facility Carried
S.H. 30 Feature Intersected
EAST FORK SANDY CREEK Division
05 County
057 Location
3.4 MI N. JCT. U.S. 62 Sufficiency
84.1 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
410 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
32.001 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
1 - Concrete Design
01 Length
125 Deck Width
35 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
7 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2042 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18722 ODOT County
29 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-25ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2908 0339 X H Index
80.0287 Latitude
34:43:51.34 Longitude
-99:54:43.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18722 Vault Link
http://plansrv1/bridgemaintvault/b18722 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.73092778 Longitude DD
-99.91205278 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18190 x
-11122158.8395803 y
4127375.15876723 |
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| 18721 | 3536 0096 X | 18721 | Johnston | S.H. 7 | ROCK CREEK | 3536 0096 X | 3-40ft. PC SPANS | 1974 | 34.36126667 | -96.78893611 | 123.031 | 35 | — | 3 | 30 | 2 | 32.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.2 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18189 BRKEY
18721 NBI No.
18721 On Under
1 Structure No.
3536 0096 X Control No.
036 Lane Ind.
Milepoint
00960 Facility Carried
S.H. 7 Feature Intersected
ROCK CREEK Division
03 County
069 Location
1.0 MI E JCT SH1 Sufficiency
87.2 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.9 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
123.031 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
26.09759 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
18721 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PC SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3536 0096 X H Index
99.2743 Latitude
34:21:40.56 Longitude
-96:47:20.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18721 Vault Link
http://plansrv1/bridgemaintvault/b18721 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.36126667 Longitude DD
-96.78893611 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18189 x
-10774495.0821879 y
4077415.0843029 |
|||||||||||||||||||||||||||||||||||||
| 18655 | 6018 1066 X | 18655 | Payne | S.H. 51 | HARRINGTON CREEK | 6018 1066NX | 3-10ft. X 10ft. X 108ft. R.C.BOX SK. 60 DEG. LF | 1974 | 36.11555556 | -97.17305556 | 37.5 | 0 | — | 3 | 99 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18188 BRKEY
18655 NBI No.
18655 On Under
1 Structure No.
6018 1066 X Control No.
018 Lane Ind.
Milepoint
10660 Facility Carried
S.H. 51 Feature Intersected
HARRINGTON CREEK Division
04 County
119 Location
6.8 MI W JCT US 177 Sufficiency
84.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
11200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.5 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.99 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
17920 Future ADT Year
2042 Bypass Detour
0.1 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
18655 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 108ft. R.C.BOX SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1066NX H Index
98.4799 Latitude
36:06:56 Longitude
-97:10:23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18655 Vault Link
http://plansrv1/bridgemaintvault/b18655 GIS FO/SD
Meets Standards H Inv. Method
99.96 Latitude DD
36.11555556 Longitude DD
-97.17305556 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18188 x
-10817255.0637657 y
4316533.31048989 |
|||||||||||||||||||||||||||||||||||||
| 18654 | 6347 0924 X | 18654 | Pottawatomie | S.H. 102 | COON CREEK | 6347 0924 X | 2-10ft.X 6ft.X 28ft. RDY R | 1974 | 35.11081667 | -97.05411111 | 33.136 | 23.999 | — | 2 | 45 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.5 | 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 | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18187 BRKEY
18654 NBI No.
18654 On Under
1 Structure No.
6347 0924 X Control No.
047 Lane Ind.
Milepoint
09240 Facility Carried
S.H. 102 Feature Intersected
COON CREEK Division
03 County
125 Location
9.2 MI N SH 39 Sufficiency
85.5 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1974 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
23.999 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
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
944 Future ADT Year
2042 Bypass Detour
9.941939 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
18654 ODOT County
63 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 6ft.X 28ft. RDY R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6347 0924 X H Index
57.8876 Latitude
35:06:38.94 Longitude
-97:03:14.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 102 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18654 Vault Link
http://plansrv1/bridgemaintvault/b18654 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.11081667 Longitude DD
-97.05411111 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18187 x
-10804014.228159 y
4178950.90292893 |
|||||||||||||||||||||||||||||||||||||
| 18652 | 1710 0295 X | 18652 | Cotton | S.H. 5 | CREEK | 1710 0295 X | 3-10ft.X 8ft.X 44ft. R.C. BOX WITH GUARDRAILS | 1974 | 34.3625 | -98.61 | 33.136 | 43.999 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18185 BRKEY
18652 NBI No.
18652 On Under
1 Structure No.
1710 0295 X Control No.
010 Lane Ind.
Milepoint
02950 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
3 MI E TILLMAN C/L Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00005 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
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
290 ADT Year
2022 Design Load
HS 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
33.136 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
464 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18652 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 44ft. R.C. BOX WITH GUARDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1710 0295 X H Index
97.8021 Latitude
34:21:45 Longitude
-98:36:36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35 NBI Text
18652 Vault Link
http://plansrv1/bridgemaintvault/b18652 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
34.3625 Longitude DD
-98.61 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18185 x
-10977214.9871247 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 18651 | 1218 0232 X | 18651 | Choctaw | S.H. 147 | CEDAR CREEK | 1218 0232 X | (3) 10ft. X 12ft. X 123ft. RCB SK 15° | 1974 | 34.05128333 | -95.36495278 | 35.2 | 0 | — | 3 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18184 BRKEY
18651 NBI No.
18651 On Under
1 Structure No.
1218 0232 X Control No.
018 Lane Ind.
Milepoint
02320 Facility Carried
S.H. 147 Feature Intersected
CEDAR CREEK Division
02 County
023 Location
2.32 N JCT US-70 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00147 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1974 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
15 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
35.2 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
57.46 HS Inv. Rating Method
2 HS Inv. Method
34.47 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2720 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
18651 ODOT County
12 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
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 12ft. X 123ft. RCB SK 15° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1218 0232 X H Index
99.0648 Latitude
34:03:04.62 Longitude
-95:21:53.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 147 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
043 NBI Text
18651 Vault Link
http://plansrv1/bridgemaintvault/b18651 GIS FO/SD
Meets Standards H Inv. Method
19.15 Latitude DD
34.05128333 Longitude DD
-95.36495278 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18184 x
-10615977.9829942 y
4035690.20481042 |
|||||||||||||||||||||||||||||||||||||
| 18650 | 4042 0196 X | 18650 | Le Flore | S.H. 83 | CREEK | 4042 0163 X | (3) 12ft. X 8ft. X 40ft. RCB | 1974 | 34.98566944 | -94.604575 | 40 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18183 BRKEY
18650 NBI No.
18650 On Under
1 Structure No.
4042 0196 X Control No.
042 Lane Ind.
Milepoint
01960 Facility Carried
S.H. 83 Feature Intersected
CREEK Division
02 County
079 Location
1.96 E JCT US-59 Sufficiency
85.6 Kind Hwy
3 Level Service
1 Route No.
00083 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
2200 ADT Year
2022 Design Load
HS 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
4 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
40 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
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.2 HS Inv. Rating Method
2 HS Inv. Method
29.5 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2042 Bypass Detour
39.8 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
18650 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) 12ft. X 8ft. X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4042 0163 X H Index
98.6906 Latitude
34:59:08.41 Longitude
-94:36:16.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 83 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
159 NBI Text
18650 Vault Link
http://plansrv1/bridgemaintvault/b18650 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
34.98566944 Longitude DD
-94.604575 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18183 x
-10531333.1157141 y
4161933.84869466 |
|||||||||||||||||||||||||||||||||||||
| 18562 | 6242 0105 X | 18562 | Pontotoc | STONECIPHER BLVD. | S.H. 3 UNDER | 6242 0105 X | 2-103ft. CONT. PLATE GIRDER SPANS | 1973 | 34.738258 | -96.644436 | 208.005 | 32.152 | — | 2 | 0 | 2 | 28.871 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18182 BRKEY
18562 NBI No.
18562 On Under
1 Structure No.
6242 0105 X Control No.
Lane Ind.
Milepoint
Facility Carried
STONECIPHER BLVD. Feature Intersected
S.H. 3 UNDER Division
03 County
123 Location
1.0 MI S-E SH 3W JCT Sufficiency
76.7 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
28.871 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
20.013 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
208.005 Deck Width
32.152 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
9.941939 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
18562 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-103ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0105 X H Index
84.7057 Latitude
34:44:17.73 Longitude
-96:38:39.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
STONECIPHER BLVD. Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18562 Vault Link
http://plansrv1/bridgemaintvault/b18562 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.738258 Longitude DD
-96.644436 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18182 x
-10758409.4035231 y
4128368.09643709 |
|||||||||||||||||||||||||||||||||||||
| 18561 | 5931T0094 X | 18561 | Pawnee | CO. RD. N3480 | CIMARRON TP UNDER | 5931T0094 X | 2-100ft. PC BEAM SPANS | 1973 | 36.22453333 | -96.80208889 | 203.084 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.2 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 5570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18181 BRKEY
18561 NBI No.
18561 On Under
1 Structure No.
5931T0094 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3480 Feature Intersected
CIMARRON TP UNDER Division
08 County
117 Location
1 MI W SH 18 Sufficiency
71.2 Kind Hwy
4 Level Service
1 Route No.
N3480 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
5570 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.084 Deck Width
27.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
85.2 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8912 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1900 Min Measured Clearance
1704 NBI Rating
18561 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T0094 X H Index
99.7841 Latitude
36:13:28.32 Longitude
-96:48:07.52 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3480 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35.61 NBI Text
18561 Vault Link
http://plansrv1/bridgemaintvault/b18561 GIS FO/SD
FO H Inv. Method
27.3 Latitude DD
36.22453333 Longitude DD
-96.80208889 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18181 x
-10775959.24296 y
4331560.9578868 |
|||||||||||||||||||||||||||||||||||||
| 18557 | 5931T2354 X | 18557 | Pawnee | CIMARRON TP | COWSKIN CREEK | 5931T2354 X | 3-63ft. PC BEAM | 1973 | 36.21826667 | -96.40039444 | 189.29 | 86 | — | 3 | 0 | 4 | 84 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18177 BRKEY
18557 NBI No.
18557 On Under
1 Structure No.
5931T2354 X Control No.
031 Lane Ind.
Milepoint
23540 Facility Carried
CIMARRON TP Feature Intersected
COWSKIN CREEK Division
08 County
117 Location
.5 MI W. JCT SH 48 Sufficiency
75 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
84 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
86 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
189.29 Deck Width
86 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.9 HS Inv. Rating Method
1 HS Inv. Method
38.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18557 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-63ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T2354 X H Index
88.2615 Latitude
36:13:05.76 Longitude
-96:24:01.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58.13 NBI Text
18557 Vault Link
http://plansrv1/bridgemaintvault/b18557 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
36.21826667 Longitude DD
-96.40039444 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18177 x
-10731242.8213315 y
4330696.24101257 |
|||||||||||||||||||||||||||||||||||||
| 18468 | 7286 1100 X | 18468 | Tulsa | U.S. 64 | BLACK BOY CREEK | 7286 1100 X | (12ft.-14ft.-12ft.)X 12ft.X | 1973 | 36.149975 | -96.06794444 | 60.039 | 0 | — | 3 | 46 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 38000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18175 BRKEY
18468 NBI No.
18468 On Under
1 Structure No.
7286 1100 X Control No.
086 Lane Ind.
Milepoint
11000 Facility Carried
U.S. 64 Feature Intersected
BLACK BOY CREEK Division
08 County
143 Location
11.0 MI S-E OSAGE CO Sufficiency
77.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
38000 ADT Year
2022 Design Load
HS 20 Skew
46 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
15 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
60.039 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 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
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
165.4 HS Inv. Rating Method
1 HS Inv. Method
99.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
60800 Future ADT Year
2042 Bypass Detour
1.864114 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
18468 ODOT County
72 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 12ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1100 X H Index
97.517 Latitude
36:08:59.91 Longitude
-96:04:04.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18468 Vault Link
http://plansrv1/bridgemaintvault/b18468 GIS FO/SD
Meets Standards H Inv. Method
83.7 Latitude DD
36.149975 Longitude DD
-96.06794444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18175 x
-10694234.6566173 y
4321277.37203785 |
|||||||||||||||||||||||||||||||||||||
| 18467 | 5506 0550NX | 18467 | Oklahoma | S.H. 66 | S.H. 66 RAMP W-N UNDER | 5506 0550NX | 60ft. PLATE GIRDER SPAN SK. 61 DEG 48ft. | 1973 | 35.511581 | -97.575133 | 62.001 | 43.701 | — | 1 | 29 | 2 | 40.748 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 30300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18174 BRKEY
18467 NBI No.
18467 On Under
1 Structure No.
5506 0550NX Control No.
006 Lane Ind.
N Milepoint
05500 Facility Carried
S.H. 66 Feature Intersected
S.H. 66 RAMP W-N UNDER Division
04 County
109 Location
5.5 MI E CANADIAN C/L Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.748 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
1973 ADT Total
30300 ADT Year
2022 Design Load
HS 20 Skew
29 No. Main Spans
1 Road Width
40.748 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
10.397 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.748 Span Type Main
M Material
3 - Steel Design
02 Length
62.001 Deck Width
43.701 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48480 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1800 Min Measured Clearance
1704 NBI Rating
18467 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. PLATE GIRDER SPAN SK. 61 DEG 48ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5506 0550NX H Index
93.3855 Latitude
35:30:41.69 Longitude
-97:34:30.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 66 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18467 Vault Link
http://plansrv1/bridgemaintvault/b18467 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.511581 Longitude DD
-97.575133 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18174 x
-10862014.1196459 y
4233622.12460208 |
|||||||||||||||||||||||||||||||||||||
| 18466 | 7209 0238 X | 18466 | Tulsa | I-244 | CHERRY CREEK | 7209 0238 X | 7-8ft.X5ft.X418ft. RCB | 1973 | 36.11249722 | -96.01120278 | 60.039 | 0 | — | 7 | 30 | 7 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18173 BRKEY
18466 NBI No.
18466 On Under
1 Structure No.
7209 0238 X Control No.
009 Lane Ind.
Milepoint
02380 Facility Carried
I-244 Feature Intersected
CHERRY CREEK Division
08 County
143 Location
2.3 MI N I-44 Sufficiency
69 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1973 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
7 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
7 Fill RCB
10 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
60.039 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
371.1 HS Inv. Rating Method
1 HS Inv. Method
222.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31520 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
NA Max Measured Clearance
NA Min Measured Clearance
NA NBI Rating
18466 ODOT County
72 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
7-8ft.X5ft.X418ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0238 X H Index
99.3991 Latitude
36:06:44.99 Longitude
-96:00:40.33 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-244 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18466 Vault Link
http://plansrv1/bridgemaintvault/b18466 GIS FO/SD
Meets Standards H Inv. Method
172.7 Latitude DD
36.11249722 Longitude DD
-96.01120278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18173 x
-10687918.2039193 y
4316111.87743025 |
|||||||||||||||||||||||||||||||||||||
| 18465 | 3849 0009 X | 18465 | Kiowa | S.H. 49 | CREEK | 3849 0009 X | 4-15ft. X 11ft. X 32ft. RDY. R.C.B. W/ HANDRAILS | 1973 | 34.739731 | -98.859914 | 64.961 | 35 | — | 4 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | 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 | 80 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18172 BRKEY
18465 NBI No.
18465 On Under
1 Structure No.
3849 0009 X Control No.
049 Lane Ind.
Milepoint
00090 Facility Carried
S.H. 49 Feature Intersected
CREEK Division
05 County
075 Location
0.1 MI E S.H. 54 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00049 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
80 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.1 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
128 Future ADT Year
2042 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
18465 ODOT County
38 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
4-15ft. X 11ft. X 32ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3849 0009 X H Index
67.1637 Latitude
34:44:23.03 Longitude
-98:51:35.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 49 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18465 Vault Link
http://plansrv1/bridgemaintvault/b18465 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
34.739731 Longitude DD
-98.859914 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18172 x
-11005035.2863468 y
4128567.63684608 |
|||||||||||||||||||||||||||||||||||||
| 18743 | 5505 0076WX | 18743 | Oklahoma | I-44 SB | SW 59TH ST. UNDER | 5505 0076WX | 2-80ft. CONT. PLATE GIRDER SPANS SK.70 DEG.00ft.36ft. | 1974 | 35.4067 | -97.577256 | 163.301 | 60.299 | — | 2 | 20 | 3 | 57.3 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.3 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 64150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18170 BRKEY
18743 NBI No.
18743 On Under
1 Structure No.
5505 0076WX Control No.
005 Lane Ind.
W Milepoint
00760 Facility Carried
I-44 SB Feature Intersected
SW 59TH ST. UNDER Division
04 County
109 Location
0.7 MI N I-240 Sufficiency
85.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.3 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
64150 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
57.3 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
58.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
163.301 Deck Width
60.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.658 HS Inv. Rating Method
1 HS Inv. Method
42.439 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
102640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1610 Min Measured Clearance
1603 NBI Rating
18743 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. CONT. PLATE GIRDER SPANS SK.70 DEG.00ft.36ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0076WX H Index
89.0386 Latitude
35:24:24.12 Longitude
-97:34:38.12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18743 Vault Link
http://plansrv1/bridgemaintvault/b18743 GIS FO/SD
Meets Standards H Inv. Method
29.652 Latitude DD
35.4067 Longitude DD
-97.577256 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18170 x
-10862250.4509249 y
4219288.32354731 |
|||||||||||||||||||||||||||||||||||||
| 18742 | 5505 0076EX | 18742 | Oklahoma | I-44 NB | SW 59TH ST. UNDER | 5505 0076EX | 2-80ft. CONT. PLATE GIRDER SPANS SK.70 DEG.34ft.49ft. | 1974 | 35.406594 | -97.576675 | 163.301 | 72.3 | — | 2 | 20 | 4 | 69.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.3 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 63700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18169 BRKEY
18742 NBI No.
18742 On Under
1 Structure No.
5505 0076EX Control No.
005 Lane Ind.
E Milepoint
00760 Facility Carried
I-44 NB Feature Intersected
SW 59TH ST. UNDER Division
04 County
109 Location
0.7 MI N I-240 Sufficiency
85.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
69.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
63700 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
69.301 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
163.301 Deck Width
72.3 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
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.3 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
101920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
18742 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. CONT. PLATE GIRDER SPANS SK.70 DEG.34ft.49ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0076EX H Index
90.5888 Latitude
35:24:23.74 Longitude
-97:34:36.03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18742 Vault Link
http://plansrv1/bridgemaintvault/b18742 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
35.406594 Longitude DD
-97.576675 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18169 x
-10862185.7743007 y
4219273.84626032 |
|||||||||||||||||||||||||||||||||||||
| 18741 | 5552 0650SX | 18741 | Oklahoma | S.H. 152 EB | PORTLAND AVE. UNDER | 5552 0725SX | 60ft., 115ft., 60ft. CONT PLATE GIRDER SPANS, SK36RF | 1974 | 35.41721944 | -97.58353889 | 240 | 44.199 | — | 3 | 54 | 1 | 40.801 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 21500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18168 BRKEY
18741 NBI No.
18741 On Under
1 Structure No.
5552 0650SX Control No.
052 Lane Ind.
S Milepoint
06500 Facility Carried
S.H. 152 EB Feature Intersected
PORTLAND AVE. UNDER Division
04 County
109 Location
.1W OF JCT I-44/S.H. 152 Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.801 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
1974 ADT Total
21500 ADT Year
2022 Design Load
HS 20 Skew
54 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
42.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
240 Deck Width
44.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
34400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1407 Max Measured Clearance
1601 Min Measured Clearance
1410 NBI Rating
18741 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft., 115ft., 60ft. CONT PLATE GIRDER SPANS, SK36RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5552 0725SX H Index
98.1641 Latitude
35:25:01.99 Longitude
-97:35:00.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18741 Vault Link
http://plansrv1/bridgemaintvault/b18741 GIS FO/SD
Meets Standards H Inv. Method
22.9 Latitude DD
35.41721944 Longitude DD
-97.58353889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18168 x
-10862949.8590404 y
4220725.14422182 |
|||||||||||||||||||||||||||||||||||||
| 18740 | 5552 0650NX | 18740 | Oklahoma | S.H. 152 WB | PORTLAND AVE. UNDER | 5552 0725NX | 40ft., 77ft., 40ft. CONT PLATE GIRDER SPANS, SK61RF | 1974 | 35.41917778 | -97.58354444 | 161.099 | 55 | — | 3 | 29 | 3 | 52.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 21300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18167 BRKEY
18740 NBI No.
18740 On Under
1 Structure No.
5552 0650NX Control No.
052 Lane Ind.
N Milepoint
06500 Facility Carried
S.H. 152 WB Feature Intersected
PORTLAND AVE. UNDER Division
04 County
109 Location
.1W OF JCT I-44/S.H. 152 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.001 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
1974 ADT Total
21300 ADT Year
2022 Design Load
HS 20 Skew
29 No. Main Spans
3 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
61.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
161.099 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.8 HS Inv. Rating Method
1 HS Inv. Method
40.124 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
34080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1407 Max Measured Clearance
1601 Min Measured Clearance
1502 NBI Rating
18740 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft., 77ft., 40ft. CONT PLATE GIRDER SPANS, SK61RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5552 0725NX H Index
98.2721 Latitude
35:25:09.04 Longitude
-97:35:00.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18740 Vault Link
http://plansrv1/bridgemaintvault/b18740 GIS FO/SD
Meets Standards H Inv. Method
23.479 Latitude DD
35.41917778 Longitude DD
-97.58354444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18167 x
-10862950.4768636 y
4220992.6490759 |
|||||||||||||||||||||||||||||||||||||
| 18739 | 6419 2430 X | 18739 | Pushmataha | S.H. 2 | CRUM CREEK | 6419 2430 X | (3) 50ft. PC BEAM | 1974 | 34.52844167 | -95.48898611 | 151.9 | 32.999 | — | 3 | 0 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.3 | Fair (5) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 670 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18166 BRKEY
18739 NBI No.
18739 On Under
1 Structure No.
6419 2430 X Control No.
019 Lane Ind.
Milepoint
24300 Facility Carried
S.H. 2 Feature Intersected
CRUM CREEK Division
02 County
127 Location
24.30 N JCT SH-3 Sufficiency
83.3 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1974 ADT Total
670 ADT Year
2022 Design Load
HS 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
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.9 Deck Width
32.999 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
7 Super Rating
5 Sub Rating
7 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
54.6 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1072 Future ADT Year
2042 Bypass Detour
36.039529 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
18739 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
1.499 Rt. Curb SW
1.499 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 2430 X H Index
92.8249 Latitude
34:31:42.39 Longitude
-95:29:20.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
080 NBI Text
18739 Vault Link
http://plansrv1/bridgemaintvault/b18739 GIS FO/SD
Meets Standards H Inv. Method
25.6 Latitude DD
34.52844167 Longitude DD
-95.48898611 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18166 x
-10629785.3101312 y
4099981.47696314 |
|||||||||||||||||||||||||||||||||||||
| 18644 | 5552 0465 X | 18644 | Oklahoma | S.H. 152 | CREEK | 5552 0540 X | 3-10ft. X 6ft. X 327ft. RCB W/ 4ft CURTAIN WALLS | 1974 | 35.42275278 | -97.61564444 | 32.201 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 32200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18160 BRKEY
18644 NBI No.
18644 On Under
1 Structure No.
5552 0465 X Control No.
052 Lane Ind.
Milepoint
04650 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
109 Location
2W OF JCT I-44/S.H. 152 Sufficiency
79.1 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
32200 ADT Year
2022 Design Load
HS 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
6 Fill RCB
6 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.201 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
51520 Future ADT Year
2042 Bypass Detour
2.000815 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18644 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 327ft. RCB W/ 4ft CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5552 0540 X H Index
99.34 Latitude
35:25:21.91 Longitude
-97:36:56.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18644 Vault Link
http://plansrv1/bridgemaintvault/b18644 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.42275278 Longitude DD
-97.61564444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18160 x
-10866523.832518 y
4221481.00283238 |
|||||||||||||||||||||||||||||||||||||
| 18556 | 1902 0792 X | 18556 | Creek | S.H. 66 | LITTLE DEEP FORK CREEK | 1902 0792 X | 3-65ft.PCB SPANS | 1973 | 35.80701667 | -96.4954 | 196.85 | 45.604 | — | 3 | 25 | 2 | 42.651 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18159 BRKEY
18556 NBI No.
18556 On Under
1 Structure No.
1902 0792 X Control No.
002 Lane Ind.
Milepoint
07920 Facility Carried
S.H. 66 Feature Intersected
LITTLE DEEP FORK CREEK Division
08 County
037 Location
7.9 MI E LINCOLN C/L Sufficiency
88.4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.7 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
1973 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
3 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.026 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
196.85 Deck Width
45.604 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
39.767756 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
18556 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft.PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1902 0792 X H Index
91.1711 Latitude
35:48:25.26 Longitude
-96:29:43.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18556 Vault Link
http://plansrv1/bridgemaintvault/b18556 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.80701667 Longitude DD
-96.4954 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18159 x
-10741818.7918932 y
4274099.55136978 |
|||||||||||||||||||||||||||||||||||||
| 18555 | 0703 0713EX | 18555 | Bryan | U.S. 69 NB | S.H. 78 UNDER | 0703 0713EX | (2) 96ft. PC BEAM SK 15 DEG | 1973 | 34.03739167 | -96.37518056 | 192.999 | 43.701 | — | 2 | 15 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 10300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18158 BRKEY
18555 NBI No.
18555 On Under
1 Structure No.
0703 0713EX Control No.
003 Lane Ind.
E Milepoint
07130 Facility Carried
U.S. 69 NB Feature Intersected
S.H. 78 UNDER Division
02 County
013 Location
7.13 N JCT US-69 BUS Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1973 ADT Total
10300 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
2 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
12.5 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1805 Min Measured Clearance
1603 NBI Rating
18555 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 96ft. PC BEAM SK 15 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0713EX H Index
93.6636 Latitude
34:02:14.61 Longitude
-96:22:30.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
023 NBI Text
18555 Vault Link
http://plansrv1/bridgemaintvault/b18555 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.03739167 Longitude DD
-96.37518056 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18158 x
-10728436.025049 y
4033823.91958511 |
|||||||||||||||||||||||||||||||||||||
| 18554 | 0703 0713WX | 18554 | Bryan | U.S. 69 SB | S.H. 78 UNDER | 0703 0713WX | (2) 96ft. PC BEAM SK 15 DEG. | 1973 | 34.03756944 | -96.37528056 | 192.999 | 51.699 | — | 2 | 15 | 3 | 48.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 10250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18157 BRKEY
18554 NBI No.
18554 On Under
1 Structure No.
0703 0713WX Control No.
003 Lane Ind.
W Milepoint
07130 Facility Carried
U.S. 69 SB Feature Intersected
S.H. 78 UNDER Division
02 County
013 Location
7.13 N JCT US-69 BUS Sufficiency
79.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.701 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
1973 ADT Total
10250 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
2 Road Width
48.701 Ref. Underclearance Rt.
H Underclearance Right
12.5 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.999 Deck Width
51.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1904 Min Measured Clearance
1806 NBI Rating
18554 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 96ft. PC BEAM SK 15 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0713WX H Index
94.9136 Latitude
34:02:15.25 Longitude
-96:22:31.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
024 NBI Text
18554 Vault Link
http://plansrv1/bridgemaintvault/b18554 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.03756944 Longitude DD
-96.37528056 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18157 x
-10728447.1569981 y
4033847.80029494 |
|||||||||||||||||||||||||||||||||||||
| 18553 | 5239T0138 X | 18553 | Noble | N3370 | CIMARRON TP UNDER | 5239T0138 X | 2-96ft. PC BEAM | 1973 | 36.31846667 | -96.99682222 | 199.147 | 31.001 | — | 2 | 41 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18156 BRKEY
18553 NBI No.
18553 On Under
1 Structure No.
5239T0138 X Control No.
Lane Ind.
Milepoint
Facility Carried
N3370 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
1.6 MIS N SH 64 Sufficiency
92.7 Kind Hwy
4 Level Service
1 Route No.
N3370 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.871 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
41 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
199.147 Deck Width
31.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.116 HS Inv. Rating Method
1 HS Inv. Method
29.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1705 Min Measured Clearance
1607 NBI Rating
18553 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-96ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0138 X H Index
99.8043 Latitude
36:19:06.48 Longitude
-96:59:48.56 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
N3370 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.95 NBI Text
18553 Vault Link
http://plansrv1/bridgemaintvault/b18553 GIS FO/SD
Meets Standards H Inv. Method
26.455 Latitude DD
36.31846667 Longitude DD
-96.99682222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18156 x
-10797636.8580961 y
4344530.84141257 |
|||||||||||||||||||||||||||||||||||||
| 18552 | 7286 1293 X | 18552 | Tulsa | 41ST W AVE. | U.S. 64 UNDER | 7286 1293 X | 91.5ft.-100ft. CONT. WEL | 1973 | 36.158333 | -96.038333 | 192.913 | 37.799 | — | 2 | 4 | 2 | 36.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18155 BRKEY
18552 NBI No.
18552 On Under
1 Structure No.
7286 1293 X Control No.
Lane Ind.
Milepoint
Facility Carried
41ST W AVE. Feature Intersected
U.S. 64 UNDER Division
08 County
143 Location
12.8 MI S-E OSAGE CO Sufficiency
95.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25.997 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
1973 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25.997 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
192.913 Deck Width
37.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1610 Min Measured Clearance
1504 NBI Rating
18552 ODOT County
72 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
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
91.5ft.-100ft. CONT. WEL Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1293 X H Index
90.1828 Latitude
36:09:30 Longitude
-96:02:18 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
41ST W AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18552 Vault Link
http://plansrv1/bridgemaintvault/b18552 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.158333 Longitude DD
-96.038333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18155 x
-10690938.3261948 y
4322429.67659613 |
|||||||||||||||||||||||||||||||||||||
| 18551 | 5702 0830 X | 18551 | Osage | U.S. 60 | CHARLEY CREEK | 5702 0830 X | 61FT. 4 3/8IN. X 59FT. 10IN. X 61FT. 2 3/4IN. PRESTRESSED CONC. BEAM SPANS | 1973 | 36.686992 | -96.919228 | 182.42 | 49.75 | — | 3 | 0 | 2 | 46.75 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18154 BRKEY
18551 NBI No.
18551 On Under
1 Structure No.
5702 0830 X Control No.
002 Lane Ind.
Milepoint
08300 Facility Carried
U.S. 60 Feature Intersected
CHARLEY CREEK Division
08 County
113 Location
8.4 MI. E. KAY CL Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
46.75 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
1973 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
46.75 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.75 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.42 Deck Width
49.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.6 HS Inv. Rating Method
3 HS Inv. Method
41.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
37.282271 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
18551 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
61FT. 4 3/8IN. X 59FT. 10IN. X 61FT. 2 3/4IN. PRESTRESSED CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5702 0830 X H Index
88.4953 Latitude
36:41:13.17 Longitude
-96:55:09.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18551 Vault Link
http://plansrv1/bridgemaintvault/b18551 GIS FO/SD
Meets Standards H Inv. Method
41.2 Latitude DD
36.686992 Longitude DD
-96.919228 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18154 x
-10788999.1090372 y
4395566.85094272 |
|||||||||||||||||||||||||||||||||||||
| 18460 | 7286 1347NX | 18460 | Tulsa | U.S. 64 WB | 33RD W AVE. UNDER | 7286 1347NX | 53ft. I-BM. SPAN | 1973 | 36.15765833 | -96.02929444 | 54.134 | 51.801 | — | 1 | 45 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 21100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18150 BRKEY
18460 NBI No.
18460 On Under
1 Structure No.
7286 1347NX Control No.
086 Lane Ind.
N Milepoint
13470 Facility Carried
U.S. 64 WB Feature Intersected
33RD W AVE. UNDER Division
08 County
143 Location
13.3 MI S-E OSAGE CO Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
21100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
54.134 Deck Width
51.801 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
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
51.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33760 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
NR Max Measured Clearance
1700 Min Measured Clearance
1503 NBI Rating
18460 ODOT County
72 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft. I-BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1347NX H Index
89.4254 Latitude
36:09:27.57 Longitude
-96:01:45.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18460 Vault Link
http://plansrv1/bridgemaintvault/b18460 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
36.15765833 Longitude DD
-96.02929444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18150 x
-10689932.1582981 y
4322336.65632752 |
|||||||||||||||||||||||||||||||||||||
| 18459 | 7286 1251 X | 18459 | Tulsa | U.S. 64 | HARLOW CREEK | 7286 1251 X | 3-15ft.X 14ft.X 344ft. R.C.BOX SK. 63 DEG. | 1973 | 36.158225 | -96.04551944 | 56.102 | 0 | — | 3 | 27 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18149 BRKEY
18459 NBI No.
18459 On Under
1 Structure No.
7286 1251 X Control No.
086 Lane Ind.
Milepoint
12510 Facility Carried
U.S. 64 Feature Intersected
HARLOW CREEK Division
08 County
143 Location
12.4 MI S-E OSAGE CO Sufficiency
74.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
57800 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
24 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.102 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
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
415.4 HS Inv. Rating Method
1 HS Inv. Method
248.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
92480 Future ADT Year
2042 Bypass Detour
1.864114 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
18459 ODOT County
72 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
3-15ft.X 14ft.X 344ft. R.C.BOX SK. 63 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1251 X H Index
98.8464 Latitude
36:09:29.61 Longitude
-96:02:43.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18459 Vault Link
http://plansrv1/bridgemaintvault/b18459 GIS FO/SD
Meets Standards H Inv. Method
240.6 Latitude DD
36.158225 Longitude DD
-96.04551944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18149 x
-10691738.3170363 y
4322414.78601954 |
|||||||||||||||||||||||||||||||||||||
| 18458 | 6244 0275 X | 18458 | Pontotoc | S.H. 3 | CLEAR BOGGY CREEK | 6244 0275 X | 3-12ft.X12ft.X291.5ft. RDY | 1973 | 34.75006667 | -96.65633889 | 56.102 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18148 BRKEY
18458 NBI No.
18458 On Under
1 Structure No.
6244 0275 X Control No.
044 Lane Ind.
Milepoint
02750 Facility Carried
S.H. 3 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
123 Location
AT S.H. 3 JCT Sufficiency
77.2 Kind Hwy
3 Level Service
1 Route No.
00003 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
6100 ADT Year
2022 Design Load
HS 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
4 Fill RCB
5 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.102 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.18 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
9.941939 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
18458 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X12ft.X291.5ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6244 0275 X H Index
99.0447 Latitude
34:45:00.24 Longitude
-96:39:22.82 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
18458 Vault Link
http://plansrv1/bridgemaintvault/b18458 GIS FO/SD
Meets Standards H Inv. Method
25.72 Latitude DD
34.75006667 Longitude DD
-96.65633889 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18148 x
-10759734.4271769 y
4129967.86170819 |
|||||||||||||||||||||||||||||||||||||
| 18732 | 0214R0021 X | 18732 | Alfalfa | S.H. 8B | EAGLE CHIEF CREEK | 0214 0021 X | 3-50ft. PRESTRESSED CONC. BM. SPANS | 1974 | 36.50650556 | -98.44068611 | 151.903 | 35 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40 | Serious (3) | Satisfactory (6) | Good (7) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 990 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
18147 BRKEY
18732 NBI No.
18732 On Under
1 Structure No.
0214R0021 X Control No.
014 Lane Ind.
Milepoint
00210 Facility Carried
S.H. 8B Feature Intersected
EAGLE CHIEF CREEK Division
06 County
003 Location
0.5 MI.W.JCT.SH8 Sufficiency
40 Kind Hwy
3 Level Service
1 Route No.
0008B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
990 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.006 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
35 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
6 Super Rating
7 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.296 HS Inv. Rating Method
1 HS Inv. Method
44.533 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2035 Bypass Detour
123.64969 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18732 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
3-50ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0214 0021 X H Index
83.9059 Latitude
36:30:23.42 Longitude
-98:26:26.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8B Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
18732 Vault Link
http://plansrv1/bridgemaintvault/b18732 GIS FO/SD
SD H Inv. Method
34.392 Latitude DD
36.50650556 Longitude DD
-98.44068611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18147 x
-10958367.0511057 y
4370541.44971984 |
|||||||||||||||||||||||||||||||||||||
| 18730 | 4603 1910WX | 18730 | McIntosh | U.S. 69 SB | BIG ELK CREEK | 4603 1910WX | (3) 47ft. PC BEAM SK 30° | 1974 | 35.48459444 | -95.53229167 | 145 | 43.901 | — | 3 | 30 | 2 | 40.899 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18145 BRKEY
18730 NBI No.
18730 On Under
1 Structure No.
4603 1910WX Control No.
003 Lane Ind.
W Milepoint
19100 Facility Carried
U.S. 69 SB Feature Intersected
BIG ELK CREEK Division
01 County
091 Location
1.9 N JCT I-40 Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.899 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
1974 ADT Total
7100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40.899 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
145 Deck Width
43.901 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11360 Future ADT Year
2042 Bypass Detour
0.124274 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
18730 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 47ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 1910WX H Index
89.9727 Latitude
35:29:04.54 Longitude
-95:31:56.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1910W NBI Text
18730 Vault Link
http://plansrv1/bridgemaintvault/b18730 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.48459444 Longitude DD
-95.53229167 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18145 x
-10634606.0630189 y
4229932.15850871 |
|||||||||||||||||||||||||||||||||||||
| 18729 | 4603 1910EX | 18729 | McIntosh | U.S. 69 NB | BIG ELK CREEK | 4603 1910EX | (3) 47ft. PC BEAM SK 30° | 1974 | 35.48469444 | -95.53171667 | 145 | 43.901 | — | 3 | 30 | 2 | 40.899 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.1 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18144 BRKEY
18729 NBI No.
18729 On Under
1 Structure No.
4603 1910EX Control No.
003 Lane Ind.
E Milepoint
19100 Facility Carried
U.S. 69 NB Feature Intersected
BIG ELK CREEK Division
01 County
091 Location
1.9 N JCT I-40 Sufficiency
84.1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.899 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
1974 ADT Total
6900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40.899 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
145 Deck Width
43.901 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 Future ADT Year
2042 Bypass Detour
0.124274 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
18729 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 47ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 1910EX H Index
91.8809 Latitude
35:29:04.9 Longitude
-95:31:54.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1910E NBI Text
18729 Vault Link
http://plansrv1/bridgemaintvault/b18729 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.48469444 Longitude DD
-95.53171667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18144 x
-10634542.0543117 y
4229945.82956839 |
|||||||||||||||||||||||||||||||||||||
| 18728 | 5504 1180SX | 18728 | Oklahoma | U.S. 62 | CHOCTAW CREEK | 5504 1180SX | 40ft.-60ft.-40ft. I-BM. SPANS SK 70 DEG. | 1974 | 35.49305556 | -97.25833333 | 142.959 | 39.8 | — | 3 | 20 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18143 BRKEY
18728 NBI No.
18728 On Under
1 Structure No.
5504 1180SX Control No.
004 Lane Ind.
S Milepoint
11800 Facility Carried
U.S. 62 Feature Intersected
CHOCTAW CREEK Division
04 County
109 Location
11.8 MI E OF JCT I-35 Sufficiency
88.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
142.959 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.76 HS Inv. Rating Method
1 HS Inv. Method
43.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18728 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS SK 70 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1180SX H Index
86.4117 Latitude
35:29:35 Longitude
-97:15:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18728 Vault Link
http://plansrv1/bridgemaintvault/b18728 GIS FO/SD
Meets Standards H Inv. Method
34.172 Latitude DD
35.49305556 Longitude DD
-97.25833333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18143 x
-10826748.1416981 y
4231088.94344914 |
|||||||||||||||||||||||||||||||||||||
| 18727 | 5504 1180NX | 18727 | Oklahoma | U.S. 62 | CHOCTAW CREEK | 5504 1180NX | 40ft.-60ft.-40ft. I-BM. SPANS SK 20 DEG. | 1974 | 35.49333333 | -97.25833333 | 142.959 | 39.8 | — | 3 | 20 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18142 BRKEY
18727 NBI No.
18727 On Under
1 Structure No.
5504 1180NX Control No.
004 Lane Ind.
N Milepoint
11800 Facility Carried
U.S. 62 Feature Intersected
CHOCTAW CREEK Division
04 County
109 Location
11.8 MI E OF JCT I-35 Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
142.959 Deck Width
39.8 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
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.76 HS Inv. Rating Method
1 HS Inv. Method
43.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18727 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS SK 20 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1180NX H Index
83.2484 Latitude
35:29:36 Longitude
-97:15:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18727 Vault Link
http://plansrv1/bridgemaintvault/b18727 GIS FO/SD
Meets Standards H Inv. Method
34.172 Latitude DD
35.49333333 Longitude DD
-97.25833333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18142 x
-10826748.1416981 y
4231126.92159218 |
|||||||||||||||||||||||||||||||||||||
| 18550 | 6114 0589 X | 18550 | Pittsburg | S.H. 31 | HOMINY CREEK | 6114 0589 X | (3) 60ft. PC BEAM | 1973 | 34.86934722 | -96.01084444 | 182.087 | 35 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 210 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18135 BRKEY
18550 NBI No.
18550 On Under
1 Structure No.
6114 0589 X Control No.
014 Lane Ind.
Milepoint
05890 Facility Carried
S.H. 31 Feature Intersected
HOMINY CREEK Division
02 County
121 Location
5.89 E JCT SH 31A Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
210 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.087 Deck Width
35 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.2 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
336 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18550 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6114 0589 X H Index
99.4525 Latitude
34:52:09.65 Longitude
-96:00:39.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
18550 Vault Link
http://plansrv1/bridgemaintvault/b18550 GIS FO/SD
Meets Standards H Inv. Method
21.4 Latitude DD
34.86934722 Longitude DD
-96.01084444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18135 x
-10687878.313693 y
4146140.09755481 |
|||||||||||||||||||||||||||||||||||||
| 18549 | 7286 1395SX | 18549 | Tulsa | U.S. 64 EB | 25TH W AVE. UNDER | 7286 1395SX | 42ft.-85ft.-42ft. CONT. RIGID FRAME SPANS SK. 82 DEG. 46ft.23ft. | 1973 | 36.156475 | -96.02064444 | 171.916 | 51.801 | — | 3 | 8 | 3 | 50 | 4 - Steel Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18134 BRKEY
18549 NBI No.
18549 On Under
1 Structure No.
7286 1395SX Control No.
086 Lane Ind.
S Milepoint
13950 Facility Carried
U.S. 64 EB Feature Intersected
25TH W AVE. UNDER Division
08 County
143 Location
13.8 MI S-E OSAGE CO Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
28900 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
07 Length
171.916 Deck Width
51.801 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.9 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
46240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1806 Min Measured Clearance
1806 NBI Rating
18549 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.-85ft.-42ft. CONT. RIGID FRAME SPANS SK. 82 DEG. 46ft.23ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1395SX H Index
72.9197 Latitude
36:09:23.31 Longitude
-96:01:14.32 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18549 Vault Link
http://plansrv1/bridgemaintvault/b18549 GIS FO/SD
Meets Standards H Inv. Method
28.9 Latitude DD
36.156475 Longitude DD
-96.02064444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18134 x
-10688969.2447028 y
4322173.50638716 |
|||||||||||||||||||||||||||||||||||||
| 18548 | 7286 1395NX | 18548 | Tulsa | U.S. 64 WB | 25TH W AVE. UNDER | 7286 1395NX | 42ft.-85ft.-42ft. CONT. ST | 1973 | 36.15683611 | -96.02064444 | 171.92 | 51.801 | — | 3 | 8 | 3 | 50 | 4 - Steel Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 21100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18133 BRKEY
18548 NBI No.
18548 On Under
1 Structure No.
7286 1395NX Control No.
086 Lane Ind.
N Milepoint
13950 Facility Carried
U.S. 64 WB Feature Intersected
25TH W AVE. UNDER Division
08 County
143 Location
13.8 MI S-E OSAGE CO Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
21100 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
07 Length
171.92 Deck Width
51.801 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.9 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1608 Min Measured Clearance
1603 NBI Rating
18548 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.-85ft.-42ft. CONT. ST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1395NX H Index
73.9849 Latitude
36:09:24.61 Longitude
-96:01:14.32 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18548 Vault Link
http://plansrv1/bridgemaintvault/b18548 GIS FO/SD
FO H Inv. Method
28.9 Latitude DD
36.15683611 Longitude DD
-96.02064444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18133 x
-10688969.2447028 y
4322223.29365365 |
|||||||||||||||||||||||||||||||||||||
| 18547 | 5931T1395 X | 18547 | Pawnee | CIMARRON TP | BNSF R.R. | 5931T1395 X | 42ft.-88ft.-42ft. PC BEAM SPANS | 1973 | 36.22088333 | -96.57100833 | 173.885 | 86.001 | — | 3 | 18 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18132 BRKEY
18547 NBI No.
18547 On Under
1 Structure No.
5931T1395 X Control No.
031 Lane Ind.
Milepoint
13950 Facility Carried
CIMARRON TP Feature Intersected
BNSF R.R. Division
08 County
117 Location
.2 MI E SH 99 Sufficiency
75 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8600 ADT Year
2022 Design Load
H 20 Skew
18 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
R Underclearance Right
17.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.885 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.7 HS Inv. Rating Method
1 HS Inv. Method
38.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0 Max Measured Clearance
2409 Min Measured Clearance
2405 NBI Rating
18547 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.-88ft.-42ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T1395 X H Index
91.3726 Latitude
36:13:15.18 Longitude
-96:34:15.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.58 NBI Text
18547 Vault Link
http://plansrv1/bridgemaintvault/b18547 GIS FO/SD
Meets Standards H Inv. Method
35.1 Latitude DD
36.22088333 Longitude DD
-96.57100833 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18132 x
-10750235.4726886 y
4331057.29734355 |
|||||||||||||||||||||||||||||||||||||
| 18546 | 7286 1241SX | 18546 | Tulsa | U.S. 64 EB | 49TH W AVE. UNDER | 7286 1241SX | 43ft.-84ft.-43ft. CONT. WELDED PLATE GIRDER SPANS | 1973 | 36.158475 | -96.04749722 | 172.9 | 51.801 | — | 3 | 0 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 22350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18131 BRKEY
18546 NBI No.
18546 On Under
1 Structure No.
7286 1241SX Control No.
086 Lane Ind.
S Milepoint
12410 Facility Carried
U.S. 64 EB Feature Intersected
49TH W AVE. UNDER Division
08 County
143 Location
12.3 MI S-E OSAGE CO Sufficiency
78.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
22350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
172.9 Deck Width
51.801 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.7 HS Inv. Rating Method
1 HS Inv. Method
47.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
35760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1408 Max Measured Clearance
1600 Min Measured Clearance
1508 NBI Rating
18546 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
43ft.-84ft.-43ft. CONT. WELDED PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1241SX H Index
75.3473 Latitude
36:09:30.51 Longitude
-96:02:50.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18546 Vault Link
http://plansrv1/bridgemaintvault/b18546 GIS FO/SD
Meets Standards H Inv. Method
26.2 Latitude DD
36.158475 Longitude DD
-96.04749722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18131 x
-10691958.4824988 y
4322449.25497806 |
|||||||||||||||||||||||||||||||||||||
| 18457 | 1214 0212 X | 18457 | Choctaw | S.H. 93 | SALTER CREEK | 1214 0212 X | (4) 12ft. X 12ft. X 100ft. RCB | 1973 | 34.02786944 | -95.46913333 | 52.999 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18130 BRKEY
18457 NBI No.
18457 On Under
1 Structure No.
1214 0212 X Control No.
014 Lane Ind.
Milepoint
02120 Facility Carried
S.H. 93 Feature Intersected
SALTER CREEK Division
02 County
023 Location
2.12 N JCT US-70 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00093 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
2100 ADT Year
2022 Design Load
HS 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
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
52.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.4 HS Inv. Rating Method
2 HS Inv. Method
29.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
36.039529 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
18457 ODOT County
12 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
1.001 Rt. Curb SW
1.001 Description
(4) 12ft. X 12ft. X 100ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1214 0212 X H Index
97.5735 Latitude
34:01:40.33 Longitude
-95:28:08.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 93 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
017 NBI Text
18457 Vault Link
http://plansrv1/bridgemaintvault/b18457 GIS FO/SD
Meets Standards H Inv. Method
16.5 Latitude DD
34.02786944 Longitude DD
-95.46913333 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18130 x
-10627575.3087707 y
4032544.82518378 |
|||||||||||||||||||||||||||||||||||||
| 18720 | 7209 0157 X | 18720 | Tulsa | UTILITY BRIDGE | I-244 UNDER | 7209 0157 X | 66ft.-60ft. CONT. PLATE GIRDERSPANS SK. 70 DEG. | 1974 | 36.104211 | -96.020958 | 125 | 8.858 | — | 2 | 22 | 4 | 43.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18124 BRKEY
18720 NBI No.
18720 On Under
2 Structure No.
7209 0157 X Control No.
009 Lane Ind.
Milepoint
01570 Facility Carried
UTILITY BRIDGE Feature Intersected
I-244 UNDER Division
08 County
143 Location
1.5 MI N I-44 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
19700 ADT Year
2022 Design Load
Pedestrian Skew
22 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
125 Deck Width
8.858 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
0 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
31520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1800 Min Measured Clearance
1700 NBI Rating
18720 ODOT County
72 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
66ft.-60ft. CONT. PLATE GIRDERSPANS SK. 70 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0157 X H Index
-1 Latitude
36:06:15.16 Longitude
-96:01:15.45 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-244 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18720 Vault Link
http://plansrv1/bridgemaintvault/b18720 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.104211 Longitude DD
-96.020958 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18124 x
-10689004.1500423 y
4314970.13555141 |
|||||||||||||||||||||||||||||||||||||
| 18715 | 6018R1480NX | 18715 | Payne | S.H. 51 | COW CREEK | 6018 1480NX | 3-37ft. PRESSTRESSED C | 1974 | 36.11578056 | -97.09916667 | 113.501 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Fair (5) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6550 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
18119 BRKEY
18715 NBI No.
18715 On Under
1 Structure No.
6018R1480NX Control No.
018 Lane Ind.
N Milepoint
14800 Facility Carried
S.H. 51 Feature Intersected
COW CREEK Division
04 County
119 Location
2.8 MI W JCT US 177 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 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
1974 ADT Total
6550 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
35.997 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
113.501 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
8 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10480 Future ADT Year
2025 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18715 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-37ft. PRESSTRESSED C Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1480NX H Index
81.1059 Latitude
36:06:56.81 Longitude
-97:05:57 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18715 Vault Link
http://plansrv1/bridgemaintvault/b18715 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.11578056 Longitude DD
-97.09916667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18119 x
-10809029.7901556 y
4316564.31568248 |
|||||||||||||||||||||||||||||||||||||
| 18545 | 7286 1241NX | 18545 | Tulsa | U.S. 64 WB | 49TH W AVE. UNDER | 7286 1241NX | 43ft.-84ft.-43ft. CONT. WELDED PLATE GIRDER SPANS | 1973 | 36.15883889 | -96.0475 | 172.9 | 51.801 | — | 3 | 0 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 26300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18112 BRKEY
18545 NBI No.
18545 On Under
1 Structure No.
7286 1241NX Control No.
086 Lane Ind.
N Milepoint
12410 Facility Carried
U.S. 64 WB Feature Intersected
49TH W AVE. UNDER Division
08 County
143 Location
12.3 MI S-E OSAGE CO Sufficiency
78.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
26300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
172.9 Deck Width
51.801 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
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.3 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
42080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1408 Max Measured Clearance
1508 Min Measured Clearance
1501 NBI Rating
18545 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
43ft.-84ft.-43ft. CONT. WELDED PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1241NX H Index
65.8388 Latitude
36:09:31.82 Longitude
-96:02:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18545 Vault Link
http://plansrv1/bridgemaintvault/b18545 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
36.15883889 Longitude DD
-96.0475 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18112 x
-10691958.7919669 y
4322499.42681175 |
|||||||||||||||||||||||||||||||||||||
| 18544 | 6035T0343 X | 18544 | Payne | 6060C | CIMARRON TP UNDER | 6035T0343 X | 86ft. - 85ft. PC BEAM SPANS, SK 65 RF | 1973 | 36.21743889 | -97.01504167 | 170 | 27.001 | — | 2 | 25 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.5 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18111 BRKEY
18544 NBI No.
18544 On Under
1 Structure No.
6035T0343 X Control No.
Lane Ind.
Milepoint
Facility Carried
6060C Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
3 MI'S NE JCT US 177 Sufficiency
85.5 Kind Hwy
4 Level Service
1 Route No.
6060C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170 Deck Width
27.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.754 HS Inv. Rating Method
1 HS Inv. Method
26.786 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1707 Min Measured Clearance
1703 NBI Rating
18544 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
86ft. - 85ft. PC BEAM SPANS, SK 65 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0343 X H Index
99.8865 Latitude
36:13:02.78 Longitude
-97:00:54.15 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
6060C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.13A NBI Text
18544 Vault Link
http://plansrv1/bridgemaintvault/b18544 GIS FO/SD
Meets Standards H Inv. Method
24.471 Latitude DD
36.21743889 Longitude DD
-97.01504167 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18111 x
-10799665.0379926 y
4330582.02341071 |
|||||||||||||||||||||||||||||||||||||
| 18543 | 5239T0681 X | 18543 | Noble | CO. RD. E0530 | CIMARRON TP UNDER | 5239T0681 X | 94ft.-80ft. PC BEAM SPANS | 1973 | 36.24661111 | -96.96174167 | 178.15 | 27.001 | — | 2 | 30 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 5570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18110 BRKEY
18543 NBI No.
18543 On Under
1 Structure No.
5239T0681 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0530 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
.1 MI N COUNTY LINE Sufficiency
75.5 Kind Hwy
4 Level Service
1 Route No.
E0530 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
5570 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
178.15 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
64.155 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8912 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1709 Max Measured Clearance
1911 Min Measured Clearance
1705 NBI Rating
18543 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
94ft.-80ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0681 X H Index
99.9357 Latitude
36:14:47.8 Longitude
-96:57:42.27 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0530 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.35 NBI Text
18543 Vault Link
http://plansrv1/bridgemaintvault/b18543 GIS FO/SD
FO H Inv. Method
31.085 Latitude DD
36.24661111 Longitude DD
-96.96174167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18110 x
-10793731.7091333 y
4334607.95408361 |
|||||||||||||||||||||||||||||||||||||
| 18542 | 6035T0676 X | 18542 | Payne | CO. RD. N3390 | CIMARRON TP UNDER | 6035T0676 X | 2 - 86ft. PC BEAM SPANS, SK 65 RF | 1973 | 36.23770278 | -96.96124722 | 170.932 | 27.001 | — | 2 | 25 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18109 BRKEY
18542 NBI No.
18542 On Under
1 Structure No.
6035T0676 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3390 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
6 MI'S NE JCT US 177 Sufficiency
72.8 Kind Hwy
4 Level Service
1 Route No.
N3390 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.932 Deck Width
27.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.533 HS Inv. Rating Method
1 HS Inv. Method
26.566 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1800 Min Measured Clearance
1704 NBI Rating
18542 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 86ft. PC BEAM SPANS, SK 65 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0676 X H Index
99.2902 Latitude
36:14:15.73 Longitude
-96:57:40.49 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3390 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.45A NBI Text
18542 Vault Link
http://plansrv1/bridgemaintvault/b18542 GIS FO/SD
Meets Standards H Inv. Method
25.353 Latitude DD
36.23770278 Longitude DD
-96.96124722 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18109 x
-10793676.6672111 y
4333378.39505163 |
|||||||||||||||||||||||||||||||||||||
| 18541 | 6035T0581 X | 18541 | Payne | CO. RD. E0540 | CIMARRON TP UNDER | 6035T0581 X | 81ft.-90ft. PC BEAM SPANS, SK 65 LF | 1973 | 36.23188889 | -96.97644722 | 171.001 | 27.001 | — | 2 | 25 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18108 BRKEY
18541 NBI No.
18541 On Under
1 Structure No.
6035T0581 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0540 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
5 MI'S NE JCT US 177 Sufficiency
71.7 Kind Hwy
4 Level Service
1 Route No.
E0540 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.001 Deck Width
27.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
42.99 HS Inv. Rating Method
1 HS Inv. Method
25.684 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1710 Max Measured Clearance
1809 Min Measured Clearance
1703 NBI Rating
18541 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
81ft.-90ft. PC BEAM SPANS, SK 65 LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0581 X H Index
99.7891 Latitude
36:13:54.8 Longitude
-96:58:35.21 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0540 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.50A NBI Text
18541 Vault Link
http://plansrv1/bridgemaintvault/b18541 GIS FO/SD
Meets Standards H Inv. Method
23.369 Latitude DD
36.23188889 Longitude DD
-96.97644722 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18108 x
-10795368.7234712 y
4332576.0170682 |
|||||||||||||||||||||||||||||||||||||
| 18540 | 6035T0454 X | 18540 | Payne | CO. RD. N3370 | CIMARRON TP UNDER | 6035T0454 X | 85ft.-87ft. PC BEAM SPANS, SK 65 RF | 1973 | 36.22401944 | -96.99706111 | 172.001 | 27.001 | — | 2 | 25 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18107 BRKEY
18540 NBI No.
18540 On Under
1 Structure No.
6035T0454 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3370 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
4 MI'S NE JCT US 177 Sufficiency
72.7 Kind Hwy
4 Level Service
1 Route No.
N3370 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172.001 Deck Width
27.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.203 HS Inv. Rating Method
1 HS Inv. Method
26.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1705 Max Measured Clearance
1803 Min Measured Clearance
1705 NBI Rating
18540 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.-87ft. PC BEAM SPANS, SK 65 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0454 X H Index
99.8528 Latitude
36:13:26.47 Longitude
-96:59:49.42 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3370 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.24A NBI Text
18540 Vault Link
http://plansrv1/bridgemaintvault/b18540 GIS FO/SD
Meets Standards H Inv. Method
24.251 Latitude DD
36.22401944 Longitude DD
-96.99706111 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18107 x
-10797663.4512092 y
4331490.04520041 |
|||||||||||||||||||||||||||||||||||||
| 18450 | 3806 1220 X | 18450 | Kiowa | U.S. 183 | CREEK | 3806 1220 X | (12ft.-14ft.-12ft.) X 4ft. X 84ft. RDY. R.C.B., SK. 20 DEG. R.F. | 1973 | 34.80070278 | -98.97945556 | 42.979 | 86.001 | — | 3 | 20 | 2 | 84.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18105 BRKEY
18450 NBI No.
18450 On Under
1 Structure No.
3806 1220 X Control No.
006 Lane Ind.
Milepoint
12200 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
11.3 MI N U.S. 62 BUS. Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84.003 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
1973 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
84.003 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
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18450 ODOT County
38 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 4ft. X 84ft. RDY. R.C.B., SK. 20 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1220 X H Index
96.04 Latitude
34:48:02.53 Longitude
-98:58:46.04 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
5 Local Bridge ID
NBI Text
18450 Vault Link
http://plansrv1/bridgemaintvault/b18450 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.80070278 Longitude DD
-98.97945556 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18105 x
-11018342.5919346 y
4136830.32251508 |