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.
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| 18227 | 0112 0088 X | 18227 | Adair | S.H. 10 | WINSET HOLLOW CREEK | 0112 0088 X | (13'-17'-13')X 5'X 47' R.C.B. | 1972 | 36.13880833 | -94.78618333 | 46.916 | 45 | — | 3 | 0 | 2 | 34.029 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18675 BRKEY
18227 NBI No.
18227 On Under
1 Structure No.
0112 0088 X Control No.
012 Lane Ind.
Milepoint
00880 Facility Carried
S.H. 10 Feature Intersected
WINSET HOLLOW CREEK Division
01 County
001 Location
1.0 MI.NE.CHEROKEE CL Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.029 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
1972 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34.029 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
52.816551 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
18227 ODOT County
01 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
(13'-17'-13')X 5'X 47' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0112 0088 X H Index
82.4562 Latitude
36:08:19.71 Longitude
-94:47:10.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18227 NBI Text
18227 Vault Link
http://plansrv1/bridgemaintvault/b18227 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.13880833 Longitude DD
-94.78618333 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18675 x
-10551549.6625335 y
4319738.03209571 |
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| 18226 | 7006 0016 X | 18226 | Texas | U.S. 54 | CREEK | 7006 0016 X | 3-10ft.X 4ft.X 90.3ft. RCB SK 45 LF | 1972 | 36.86477222 | -101.20105 | 43.963 | 148.999 | — | 3 | 45 | 5 | 99.902 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | Satisfactory (6) | 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 | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18674 BRKEY
18226 NBI No.
18226 On Under
1 Structure No.
7006 0016 X Control No.
006 Lane Ind.
Milepoint
00160 Facility Carried
U.S. 54 Feature Intersected
CREEK Division
06 County
139 Location
.1 MI N JCT US 64 Sufficiency
88.7 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
98.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
99.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
4 Appr. Roadway Width
64.8 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
148.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.63 HS Inv. Rating Method
1 HS Inv. Method
29.17 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
14.291537 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
18226 ODOT County
70 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
3-10ft.X 4ft.X 90.3ft. RCB SK 45 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7006 0016 X H Index
96.8165 Latitude
36:51:53.18 Longitude
-101:12:03.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 54 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18226 Vault Link
http://plansrv1/bridgemaintvault/b18226 GIS FO/SD
Meets Standards H Inv. Method
16.19 Latitude DD
36.86477222 Longitude DD
-101.20105 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18674 x
-11265649.3537446 y
4420274.50295412 |
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| 18134 | 0604 0195 X | 18134 | Blaine | U.S. 270 | N. CANADIAN RIVER | 0604 0195 X | 4-100ft. CONT. PLATE GIRDER SPANS | 1971 | 35.81291111 | -98.42083333 | 402 | 73 | — | 4 | 0 | 4 | 71 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18670 BRKEY
18134 NBI No.
18134 On Under
1 Structure No.
0604 0195 X Control No.
004 Lane Ind.
Milepoint
01950 Facility Carried
U.S. 270 Feature Intersected
N. CANADIAN RIVER Division
05 County
011 Location
2.2 MI S SH 33 Sufficiency
82.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
71 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
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
71 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
70 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
402 Deck Width
73 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
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
70.214944 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
18134 ODOT County
06 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
4-100ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0195 X H Index
92.0461 Latitude
35:48:46.48 Longitude
-98:25:15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18134 Vault Link
http://plansrv1/bridgemaintvault/b18134 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.81291111 Longitude DD
-98.42083333 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18670 x
-10956157.0497452 y
4274908.6718888 |
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| 18133 | 2612 0175 X | 18133 | Grady | U.S. 81 | WASHITA RIVER | 2612 0175 X | 50ft.,3-100ft.,50ft. P.C.B. SPANS | 1971 | 35.085056 | -97.960031 | 399.902 | 49.4 | — | 5 | 12 | 2 | 46.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.6 | Satisfactory (6) | Good (7) | 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 | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18669 BRKEY
18133 NBI No.
18133 On Under
1 Structure No.
2612 0175 X Control No.
012 Lane Ind.
Milepoint
01750 Facility Carried
U.S. 81 Feature Intersected
WASHITA RIVER Division
07 County
051 Location
1.7 MI N US62 Sufficiency
78.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1971 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
5 Road Width
46.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
399.902 Deck Width
49.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18133 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,3-100ft.,50ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612 0175 X H Index
94.0687 Latitude
35:05:06.2 Longitude
-97:57:36.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36-26 NBI Text
18133 Vault Link
http://plansrv1/bridgemaintvault/b18133 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.085056 Longitude DD
-97.960031 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18669 x
-10904860.7690133 y
4175445.93059155 |
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| 18132 | 7293 0000 XR | 18132 | Tulsa | U.S. 75 RAMP N - E | 2ND/ 1 ST. & US75 UNDER | 7293 0000 XR | 104ft.-95ft.-88ft.-107ft. CO | 1971 | 36.15906389 | -95.97912778 | 396.55 | 22.001 | — | 4 | 0 | 1 | 19 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 34000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18668 BRKEY
18132 NBI No.
18132 On Under
1 Structure No.
7293 0000 XR Control No.
093 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 75 RAMP N - E Feature Intersected
2ND/ 1 ST. & US75 UNDER Division
08 County
143 Location
US75 & I-444 JCT Sufficiency
85.7 Kind Hwy
2 Level Service
7 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
19 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
1971 ADT Total
34000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
19 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
396.55 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
54400 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
Y Existing Posting
1900 Max Measured Clearance
1604 Min Measured Clearance
1500 NBI Rating
18132 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
104ft.-95ft.-88ft.-107ft. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7293 0000 XR H Index
56.1319 Latitude
36:09:32.63 Longitude
-95:58:44.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 75 RAMP N-E Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18132 Vault Link
http://plansrv1/bridgemaintvault/b18132 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
36.15906389 Longitude DD
-95.97912778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18668 x
-10684347.6312521 y
4322530.44911238 |
|||||||||||||||||||||||||||||||||||||
| 18131 | 6602 0764 X | 18131 | Rogers | S.H. 266 | S.H. 66 & R.R. UNDER | 6602 0764 X | 116ft.-126ft.-116ft. CONT. PLATE GIRDER SPANS | 1971 | 36.24555556 | -95.67222222 | 359.908 | 72.014 | — | 3 | 0 | 4 | 67.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18667 BRKEY
18131 NBI No.
18131 On Under
1 Structure No.
6602 0764 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 266 Feature Intersected
S.H. 66 & R.R. UNDER Division
08 County
131 Location
JCT SH 66 & SH 266 Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 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
1971 ADT Total
8700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
35 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
359.908 Deck Width
72.014 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.2 HS Inv. Rating Method
1 HS Inv. Method
32.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 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
2006 Max Measured Clearance
2101 Min Measured Clearance
2010 NBI Rating
18131 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
116ft.-126ft.-116ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0764 X H Index
81.4047 Latitude
36:14:44 Longitude
-95:40:20 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 266 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18131 Vault Link
http://plansrv1/bridgemaintvault/b18131 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.24555556 Longitude DD
-95.67222222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18667 x
-10650183.0605913 y
4334462.25604201 |
|||||||||||||||||||||||||||||||||||||
| 18130 | 7293 0682EX | 18130 | Tulsa | U.S. 75 | BIRD CREEK | 7293 0682EX | 2-80ft.,2-100ft. PRESTRE | 1971 | 36.245333 | -95.937189 | 359 | 42 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 16400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18666 BRKEY
18130 NBI No.
18130 On Under
1 Structure No.
7293 0682EX Control No.
093 Lane Ind.
E Milepoint
06820 Facility Carried
U.S. 75 Feature Intersected
BIRD CREEK Division
08 County
143 Location
0.8 MI N 56 ST Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1971 ADT Total
16400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
359 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 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
74 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26240 Future ADT Year
2042 Bypass Detour
0.1 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
18130 ODOT County
72 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
2-80ft.,2-100ft. PRESTRE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0682EX H Index
86.9187 Latitude
36:14:43.2 Longitude
-95:56:13.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18130 Vault Link
http://plansrv1/bridgemaintvault/b18130 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.245333 Longitude DD
-95.937189 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18666 x
-10679679.027618 y
4334431.53623623 |
|||||||||||||||||||||||||||||||||||||
| 18129 | 7294 0063 X | 18129 | Tulsa | 12TH ST. | U.S. 64 / US 75 / SH 51 | 7294 0063 X | 62ft.(134ft.-123ft.CON | 1971 | 36.145169 | -95.995083 | 361.877 | 62.992 | — | 2 | 45 | 2 | 49.869 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18665 BRKEY
18129 NBI No.
18129 On Under
1 Structure No.
7294 0063 X Control No.
Lane Ind.
Milepoint
Facility Carried
12TH ST. Feature Intersected
U.S. 64 / US 75 / SH 51 Division
08 County
143 Location
0.5 MI E JCT I-244 Sufficiency
93.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1971 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
361.877 Deck Width
62.992 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.6 HS Inv. Rating Method
1 HS Inv. Method
35.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1701 Min Measured Clearance
1603 NBI Rating
18129 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
4.921 Rt. Curb SW
4.921 Description
62ft.(134ft.-123ft.CON Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7294 0063 X H Index
82.6309 Latitude
36:08:42.61 Longitude
-95:59:42.3 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
12TH ST. Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18129 Vault Link
http://plansrv1/bridgemaintvault/b18129 GIS FO/SD
FO H Inv. Method
22.3 Latitude DD
36.145169 Longitude DD
-95.995083 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18665 x
-10686123.758218 y
4320614.83184438 |
|||||||||||||||||||||||||||||||||||||
| 18042 | 7209 0546 X | 18042 | Tulsa | I-244 | BRADY ST. UND (CLOSED) | 7209 0546 X | 29ft.-54ft.-29ft. I-BM. SPANS SK. 81 DEG. 10ft.58ft.( BRADY STREET-UNDER-CLOSED) | 1971 | 36.155925 | -96.00125556 | 117.126 | 144.685 | — | 3 | 15 | 7 | 142.06 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 59000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18664 BRKEY
18042 NBI No.
18042 On Under
1 Structure No.
7209 0546 X Control No.
009 Lane Ind.
Milepoint
05460 Facility Carried
I-244 Feature Intersected
BRADY ST. UND (CLOSED) Division
08 County
143 Location
5.4 MI N I-44 Sufficiency
89.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
63.999 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
1971 ADT Total
59000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
142.06 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
3 - Steel Design
02 Length
117.126 Deck Width
144.685 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.1 HS Inv. Rating Method
1 HS Inv. Method
38.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
94400 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18042 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
29ft.-54ft.-29ft. I-BM. SPANS SK. 81 DEG. 10ft.58ft.( BRADY STREET-UNDER-CLOSED) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0546 X H Index
93.6299 Latitude
36:09:21.33 Longitude
-96:00:04.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 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
18042 Vault Link
http://plansrv1/bridgemaintvault/b18042 GIS FO/SD
Meets Standards H Inv. Method
30.7 Latitude DD
36.155925 Longitude DD
-96.00125556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18664 x
-10686810.8844541 y
4322097.67675773 |
|||||||||||||||||||||||||||||||||||||
| 18041 | 0318 0132 X | 18041 | Atoka | S.H. 48 | READER CREEK | 0318 0132 X | 31ft. - 51ft. - 31ft. I-BEAM | 1961 | 34.169558 | -96.407192 | 112.001 | 42.2 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18663 BRKEY
18041 NBI No.
18041 On Under
1 Structure No.
0318 0132 X Control No.
018 Lane Ind.
Milepoint
01320 Facility Carried
S.H. 48 Feature Intersected
READER CREEK Division
02 County
005 Location
1.32 NW BRYAN C/L Sufficiency
89.6 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
112.001 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70.5 HS Inv. Rating Method
3 HS Inv. Method
54.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18041 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
31ft. - 51ft. - 31ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0318 0132 X H Index
93.9161 Latitude
34:10:10.41 Longitude
-96:24:25.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79 NBI Text
18041 Vault Link
http://plansrv1/bridgemaintvault/b18041 GIS FO/SD
Meets Standards H Inv. Method
54.3 Latitude DD
34.169558 Longitude DD
-96.407192 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18663 x
-10731999.5222494 y
4051592.30960236 |
|||||||||||||||||||||||||||||||||||||
| 18040 | 4607 2838NX | 18040 | McIntosh | I-40 WB | N4290 RD UNDER | 4607 2838NX | 32ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 8°36ft.25in. | 1971 | 35.45875833 | -95.38017222 | 103.999 | 43.799 | — | 3 | 8 | 2 | 40.801 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18662 BRKEY
18040 NBI No.
18040 On Under
1 Structure No.
4607 2838NX Control No.
007 Lane Ind.
N Milepoint
28380 Facility Carried
I-40 WB Feature Intersected
N4290 RD UNDER Division
01 County
091 Location
2.1 W MUSKOGEE C/L Sufficiency
84.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.801 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
103.999 Deck Width
43.799 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 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
1505 Min Measured Clearance
1502 NBI Rating
18040 ODOT County
46 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
1.499 Rt. Curb SW
1.499 Description
32ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 8°36ft.25in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2838NX H Index
90.3116 Latitude
35:27:31.53 Longitude
-95:22:48.62 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2838N NBI Text
18040 Vault Link
http://plansrv1/bridgemaintvault/b18040 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.45875833 Longitude DD
-95.38017222 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18662 x
-10617672.2033051 y
4226400.65815635 |
|||||||||||||||||||||||||||||||||||||
| 18039 | 4607 2838SX | 18039 | McIntosh | I-40 EB | N4290 RD UNDER | 4607 2838SX | 32ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 8°36ft.25in. | 1971 | 35.45748611 | -95.38052222 | 103.999 | 43.799 | — | 3 | 8 | 2 | 40.801 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18661 BRKEY
18039 NBI No.
18039 On Under
1 Structure No.
4607 2838SX Control No.
007 Lane Ind.
S Milepoint
28380 Facility Carried
I-40 EB Feature Intersected
N4290 RD UNDER Division
01 County
091 Location
2.1 W MUSKOGEE C/L Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.801 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6150 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.801 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
103.999 Deck Width
43.799 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
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9840 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
1600 Min Measured Clearance
1501 NBI Rating
18039 ODOT County
46 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
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 8°36ft.25in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2838SX H Index
90.0493 Latitude
35:27:26.95 Longitude
-95:22:49.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2838S NBI Text
18039 Vault Link
http://plansrv1/bridgemaintvault/b18039 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.45748611 Longitude DD
-95.38052222 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18661 x
-10617711.1651269 y
4226226.7895583 |
|||||||||||||||||||||||||||||||||||||
| 18038 | 5115 0412SX | 18038 | Muskogee | I-40 EB | CO. RD. UNDER | 5115 0412SX | 30ft.-40ft.-30ft. CONT. CO | 1971 | 35.48205 | -95.27435 | 102.034 | 36 | — | 3 | 0 | 2 | 34 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18660 BRKEY
18038 NBI No.
18038 On Under
1 Structure No.
5115 0412SX Control No.
015 Lane Ind.
S Milepoint
04120 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
01 County
101 Location
4.1 MI E C/L Sufficiency
85.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
36 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
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
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10480 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1307 Max Measured Clearance
1501 Min Measured Clearance
1410 NBI Rating
18038 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0412SX H Index
99.7907 Latitude
35:28:55.38 Longitude
-95:16:27.66 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18038 Vault Link
http://plansrv1/bridgemaintvault/b18038 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.48205 Longitude DD
-95.27435 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18660 x
-10605892.1276601 y
4229584.31232033 |
|||||||||||||||||||||||||||||||||||||
| 18037 | 5115 0412NX | 18037 | Muskogee | I-40 WB | CO. RD. UNDER | 5115 0412NX | 30ft.-40ft.-30ft. CONT. CO | 1971 | 35.48245556 | -95.27401111 | 102.034 | 36 | — | 3 | 0 | 2 | 34 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18659 BRKEY
18037 NBI No.
18037 On Under
1 Structure No.
5115 0412NX Control No.
015 Lane Ind.
N Milepoint
04120 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
01 County
101 Location
4.1 MI E C/L Sufficiency
85.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
36 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
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
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1307 Max Measured Clearance
1402 Min Measured Clearance
1400 NBI Rating
18037 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0412NX H Index
94.195 Latitude
35:28:56.84 Longitude
-95:16:26.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18037 Vault Link
http://plansrv1/bridgemaintvault/b18037 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.48245556 Longitude DD
-95.27401111 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18659 x
-10605854.4025979 y
4229639.75502015 |
|||||||||||||||||||||||||||||||||||||
| 18322 | 4902R0539WX | 18322 | Mayes | U.S. 69 | BRUSH CREEK | 4902R0539WX | 2-50ft. I-BM & 100ft. PO | 1972 | 36.02333333 | -95.35833333 | 204.068 | 31.001 | — | 1 | 0 | 2 | 30 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.2 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5480 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
18658 BRKEY
18322 NBI No.
18322 On Under
1 Structure No.
4902R0539WX Control No.
002 Lane Ind.
W Milepoint
05390 Facility Carried
U.S. 69 Feature Intersected
BRUSH CREEK Division
08 County
097 Location
5.5 MI N WAGONER C/L Sufficiency
48.2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
5480 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
204.068 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4450 Future ADT Year
2017 Bypass Detour
64.001232 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18322 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-50ft. I-BM & 100ft. PO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4902R0539WX H Index
100 Latitude
36:01:24 Longitude
-95:21:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18322 Vault Link
http://plansrv1/bridgemaintvault/b18322 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.02333333 Longitude DD
-95.35833333 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18658 x
-10615241.1091908 y
4303832.47743118 |
|||||||||||||||||||||||||||||||||||||
| 18321 | 7293 0525EX | 18321 | Tulsa | U.S. 75 NB | FLAT ROCK CREEK | 7293 0525EX | 4-50ft. PRESTRES | 1972 | 36.224975 | -95.944972 | 200.131 | 49.701 | — | 4 | 20 | 2 | 46.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Satisfactory (6) | 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 | 18300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18657 BRKEY
18321 NBI No.
18321 On Under
1 Structure No.
7293 0525EX Control No.
093 Lane Ind.
E Milepoint
05250 Facility Carried
U.S. 75 NB Feature Intersected
FLAT ROCK CREEK Division
08 County
143 Location
5.2 MI N I-244 Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
46.699 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
1972 ADT Total
18300 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
4 Road Width
46.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29280 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18321 ODOT County
72 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
4-50ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0525EX H Index
97.9451 Latitude
36:13:29.91 Longitude
-95:56:41.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18321 Vault Link
http://plansrv1/bridgemaintvault/b18321 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.224975 Longitude DD
-95.944972 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18657 x
-10680545.4272149 y
4331621.90516641 |
|||||||||||||||||||||||||||||||||||||
| 18320 | 5571 0759EX | 18320 | Oklahoma | 5564C (SUNNYLANE) | I-240 UNDER | 5571 0759 X | 2-101ft. CONT. PLATE GIRDER SPANS W/ 2.5ft. SIDEWALKS | 1972 | 35.391047 | -97.441125 | 203.999 | 30.167 | — | 2 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | 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) | A | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18656 BRKEY
18320 NBI No.
18320 On Under
1 Structure No.
5571 0759EX Control No.
Lane Ind.
Milepoint
Facility Carried
5564C (SUNNYLANE) Feature Intersected
I-240 UNDER Division
04 County
109 Location
3 MI E OF JCT I-35 Sufficiency
78.7 Kind Hwy
5 Level Service
1 Route No.
5564C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
31.001 Underclearance Left
16.198 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.301 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
203.999 Deck Width
30.167 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
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4400 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
1601 Max Measured Clearance
1703 Min Measured Clearance
1701 NBI Rating
18320 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
2-101ft. CONT. PLATE GIRDER SPANS W/ 2.5ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0759 X H Index
94.0987 Latitude
35:23:27.77 Longitude
-97:26:28.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
5564C (N.B. SUNNYLANE) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18320 Vault Link
http://plansrv1/bridgemaintvault/b18320 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.391047 Longitude DD
-97.441125 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18656 x
-10847096.4173237 y
4217150.67143517 |
|||||||||||||||||||||||||||||||||||||
| 18319 | 5571 0758WX | 18319 | Oklahoma | 5564C (SUNNYLANE) | I-240 UNDER | 5571 0758 X | 2-101ft. CONT. PLATE GIRDER SPANS W/ TR-4 RAILS | 1972 | 35.391047 | -97.441356 | 203.999 | 30.167 | — | 2 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18655 BRKEY
18319 NBI No.
18319 On Under
1 Structure No.
5571 0758WX Control No.
Lane Ind.
Milepoint
Facility Carried
5564C (SUNNYLANE) Feature Intersected
I-240 UNDER Division
04 County
109 Location
3 MI E OF JCT I-35 Sufficiency
78.7 Kind Hwy
5 Level Service
1 Route No.
5564C Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
31.001 Underclearance Left
16.198 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.301 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
203.999 Deck Width
30.167 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4400 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
1601 Max Measured Clearance
1608 Min Measured Clearance
1605 NBI Rating
18319 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
2-101ft. CONT. PLATE GIRDER SPANS W/ TR-4 RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0758 X H Index
94.1366 Latitude
35:23:27.77 Longitude
-97:26:28.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
5564C (S.B. SUNNYLANE) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18319 Vault Link
http://plansrv1/bridgemaintvault/b18319 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.391047 Longitude DD
-97.441356 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18655 x
-10847122.1321261 y
4217150.67143517 |
|||||||||||||||||||||||||||||||||||||
| 18318 | 7329 0000 X | 18318 | Wagoner | S.H. 51 NB | MUSKOGEE TP UNDER | 7329 0000 X | 2-103ft. PRESTRESSED C | 1972 | 36.05075 | -95.753147 | 206.037 | 39.8 | — | 2 | 49 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.1 | Fair (5) | 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) | B | 21000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18654 BRKEY
18318 NBI No.
18318 On Under
1 Structure No.
7329 0000 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 51 NB Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
0.4 MI E TULSA C/L Sufficiency
86.1 Kind Hwy
3 Level Service
1 Route No.
00051 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1972 ADT Total
21000 ADT Year
2022 Design Load
HS 20 Skew
49 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
206.037 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
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.8 HS Inv. Rating Method
1 HS Inv. Method
26.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1701 Min Measured Clearance
1606 NBI Rating
18318 ODOT County
73 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
2-103ft. PRESTRESSED C Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329 0000 X H Index
89.9793 Latitude
36:03:02.7 Longitude
-95:45:11.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 51 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.87 NBI Text
18318 Vault Link
http://plansrv1/bridgemaintvault/b18318 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
36.05075 Longitude DD
-95.753147 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18654 x
-10659191.5658935 y
4307606.74261147 |
|||||||||||||||||||||||||||||||||||||
| 18317 | 5571 0665 X | 18317 | Oklahoma | BRYANT AVE. | I-240 UNDER | 5571 0665 X | 2-100ft. CONT. PLATE GIRDER SPANS WITH 2ft.-6ft. SIDEWALKS | 1972 | 35.391042 | -97.459353 | 202.001 | 36.801 | — | 2 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18653 BRKEY
18317 NBI No.
18317 On Under
1 Structure No.
5571 0665 X Control No.
Lane Ind.
Milepoint
Facility Carried
BRYANT AVE. Feature Intersected
I-240 UNDER Division
04 County
109 Location
2 MI E OF JCT I-35 Sufficiency
77.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
31.601 Underclearance Left
16.198 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
202.001 Deck Width
36.801 Bridge Open Closed
A TSF Rail
0 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
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
18317 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
2-100ft. CONT. PLATE GIRDER SPANS WITH 2ft.-6ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0665 X H Index
75.9544 Latitude
35:23:27.75 Longitude
-97:27:33.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
BRYANT AVE. 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
18317 Vault Link
http://plansrv1/bridgemaintvault/b18317 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.391042 Longitude DD
-97.459353 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18653 x
-10849125.5490019 y
4217149.98867641 |
|||||||||||||||||||||||||||||||||||||
| 18128 | 7209 0691 XR | 18128 | Tulsa | I-244 RMP TO E.1ST | I-444 UNDER | 7209 0691 XR | 5- PLT GRDR SPANS | 1971 | 36.158642 | -95.980764 | 356.955 | 30 | — | 5 | 99 | 2 | 27.831 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | Good (7) | 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) | A | 72000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18646 BRKEY
18128 NBI No.
18128 On Under
1 Structure No.
7209 0691 XR Control No.
009 Lane Ind.
Milepoint
06910 Facility Carried
I-244 RMP TO E.1ST Feature Intersected
I-444 UNDER Division
08 County
143 Location
6.9 MI N I-44 Sufficiency
62 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.831 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
1971 ADT Total
72000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
5 Road Width
27.831 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.999 Span Type Main
M Material
3 - Steel Design
02 Length
356.955 Deck Width
30 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.7 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
115200 Future ADT Year
2042 Bypass Detour
1.999572 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1404 Max Measured Clearance
1606 Min Measured Clearance
1508 NBI Rating
18128 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5- PLT GRDR SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7209 0691 XR H Index
88.0884 Latitude
36:09:31.11 Longitude
-95:58:50.75 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-244 RAMP TO E. 1ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18128 Vault Link
http://plansrv1/bridgemaintvault/b18128 GIS FO/SD
FO H Inv. Method
26 Latitude DD
36.158642 Longitude DD
-95.980764 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18646 x
-10684529.7744294 y
4322472.28030359 |
|||||||||||||||||||||||||||||||||||||
| 18127 | 7209 0577 X | 18127 | Tulsa | TISDALE EXPY | I-244 UNDER | 7209 0577WX | 5-PLT GRDR SPANS | 1971 | 36.159794 | -95.999883 | 351.05 | 36.001 | — | 5 | 99 | 2 | 33.999 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 30000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18645 BRKEY
18127 NBI No.
18127 On Under
1 Structure No.
7209 0577 X Control No.
Lane Ind.
Milepoint
Facility Carried
TISDALE EXPY Feature Intersected
I-244 UNDER Division
08 County
143 Location
5.7 MI N I-44 Sufficiency
92.6 Kind Hwy
5 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
30000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
5 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
17.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
351.05 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 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
2 HS Operating Rating
48.6 HS Inv. Rating Method
2 HS Inv. Method
35.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
48000 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
1503 Max Measured Clearance
1508 Min Measured Clearance
1507 NBI Rating
18127 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-PLT GRDR SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0577WX H Index
94.3408 Latitude
36:09:35.26 Longitude
-95:59:59.58 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
TISDALE EXPY 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
18127 Vault Link
http://plansrv1/bridgemaintvault/b18127 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
36.159794 Longitude DD
-95.999883 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18645 x
-10686658.0917738 y
4322631.11502294 |
|||||||||||||||||||||||||||||||||||||
| 18125 | 1603 1022NX | 18125 | Comanche | U.S. 62 | WEST CACHE CREEK | 1603 1022NX | 3-100ft. PRESTRESSED CONC. BM. SPANS | 1971 | 34.63911944 | -98.64711389 | 300.853 | 42.031 | — | 3 | 0 | 2 | 40.03 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18643 BRKEY
18125 NBI No.
18125 On Under
1 Structure No.
1603 1022NX Control No.
003 Lane Ind.
N Milepoint
10220 Facility Carried
U.S. 62 Feature Intersected
WEST CACHE CREEK Division
07 County
031 Location
10.22 MI. E. KIOWA CO Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1971 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.03 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.03 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300.853 Deck Width
42.031 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18125 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1022NX H Index
91.0885 Latitude
34:38:20.83 Longitude
-98:38:49.61 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
010 NBI Text
18125 Vault Link
http://plansrv1/bridgemaintvault/b18125 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.63911944 Longitude DD
-98.64711389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18643 x
-10981346.4864609 y
4114946.42339617 |
|||||||||||||||||||||||||||||||||||||
| 18124 | 2612 0156 X | 18124 | Grady | U.S. 81 | WASHITA RIVER O'FLOW | 2612 0156 X | 6-50ft. P.C.B. SPANS | 1971 | 35.08243333 | -97.96070833 | 299.902 | 49.4 | — | 6 | 0 | 2 | 46.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.6 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18642 BRKEY
18124 NBI No.
18124 On Under
1 Structure No.
2612 0156 X Control No.
012 Lane Ind.
Milepoint
01560 Facility Carried
U.S. 81 Feature Intersected
WASHITA RIVER O'FLOW Division
07 County
051 Location
1.5 MI N US62 Sufficiency
78.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1971 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
46.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
299.902 Deck Width
49.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18124 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-50ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612 0156 X H Index
93.6872 Latitude
35:04:56.76 Longitude
-97:57:38.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35-26 NBI Text
18124 Vault Link
http://plansrv1/bridgemaintvault/b18124 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.08243333 Longitude DD
-97.96070833 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18642 x
-10904936.169044 y
4175089.15469573 |
|||||||||||||||||||||||||||||||||||||
| 18123 | 2612 0138 X | 18123 | Grady | U.S. 81 | WASHITA RIVER O'FLOW | 2612 0138 X | 6-50ft. P.C.B. SPANS | 1971 | 35.07998611 | -97.96116667 | 299.902 | 49.4 | — | 6 | 0 | 2 | 46.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.6 | Satisfactory (6) | 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 | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18641 BRKEY
18123 NBI No.
18123 On Under
1 Structure No.
2612 0138 X Control No.
012 Lane Ind.
Milepoint
01380 Facility Carried
U.S. 81 Feature Intersected
WASHITA RIVER O'FLOW Division
07 County
051 Location
1.3 MI N US62 Sufficiency
78.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1971 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
46.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
299.902 Deck Width
49.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18123 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-50ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612 0138 X H Index
93.3164 Latitude
35:04:47.95 Longitude
-97:57:40.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34-26 NBI Text
18123 Vault Link
http://plansrv1/bridgemaintvault/b18123 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.07998611 Longitude DD
-97.96116667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18641 x
-10904987.1912194 y
4174756.25655114 |
|||||||||||||||||||||||||||||||||||||
| 18036 | 7286 0264NX | 18036 | Tulsa | U.S. 64 WB | CO. RD. UNDER | 7286 0264NX | 31ft.-43ft.-31ft. I-BM. SPANS SK85 DEG. 43ft.31ft. | 1971 | 36.15246111 | -96.20831111 | 105.971 | 43.999 | — | 3 | 5 | 2 | 40.801 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18640 BRKEY
18036 NBI No.
18036 On Under
1 Structure No.
7286 0264NX Control No.
086 Lane Ind.
N Milepoint
02640 Facility Carried
U.S. 64 WB Feature Intersected
CO. RD. UNDER Division
08 County
143 Location
2.6 MI SE C/L Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.801 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
1971 ADT Total
11650 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.998 Span Type Main
M Material
3 - Steel Design
02 Length
105.971 Deck Width
43.999 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
18640 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
Y Existing Posting
1402 Max Measured Clearance
1407 Min Measured Clearance
1406 NBI Rating
18036 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
31ft.-43ft.-31ft. I-BM. SPANS SK85 DEG. 43ft.31ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0264NX H Index
98.3602 Latitude
36:09:08.86 Longitude
-96:12:29.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 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
18036 Vault Link
http://plansrv1/bridgemaintvault/b18036 GIS FO/SD
Meets Standards H Inv. Method
37.4 Latitude DD
36.15246111 Longitude DD
-96.20831111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18640 x
-10709860.202846 y
4321620.1153533 |
|||||||||||||||||||||||||||||||||||||
| 18035 | 5115 0102SX | 18035 | Muskogee | I-40 EB | CO. RD. UNDER | 5115 0102SX | 30ft.-40ft.-30ft. CONT. CO | 1971 | 35.47205 | -95.32768889 | 102.034 | 40 | — | 3 | 16 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18639 BRKEY
18035 NBI No.
18035 On Under
1 Structure No.
5115 0102SX Control No.
015 Lane Ind.
S Milepoint
01020 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
01 County
101 Location
1 MI E C/L Sufficiency
92.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1300 Max Measured Clearance
1310 Min Measured Clearance
1307 NBI Rating
18035 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0102SX H Index
84.6209 Latitude
35:28:19.38 Longitude
-95:19:39.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18035 Vault Link
http://plansrv1/bridgemaintvault/b18035 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.47205 Longitude DD
-95.32768889 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18639 x
-10611829.7857344 y
4228217.33550566 |
|||||||||||||||||||||||||||||||||||||
| 18034 | 5115 0102NX | 18034 | Muskogee | I-40 WB | CO. RD. UNDER | 5115 0102NX | 30ft.-40ft.-30ft. CONT. CO | 1971 | 35.47252778 | -95.32735833 | 102.034 | 40 | — | 3 | 16 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18638 BRKEY
18034 NBI No.
18034 On Under
1 Structure No.
5115 0102NX Control No.
015 Lane Ind.
N Milepoint
01020 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
01 County
101 Location
1 MI E C/L Sufficiency
90.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1300 Max Measured Clearance
1310 Min Measured Clearance
1307 NBI Rating
18034 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0102NX H Index
78.8177 Latitude
35:28:21.1 Longitude
-95:19:38.49 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18034 Vault Link
http://plansrv1/bridgemaintvault/b18034 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.47252778 Longitude DD
-95.32735833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18638 x
-10611792.9879635 y
4228282.64305631 |
|||||||||||||||||||||||||||||||||||||
| 18033 | 7292 0137 X | 18033 | Tulsa | U.S. 75 RAMP N-W | I-444 SB UNDER | 7292 0119 X | 68ft.-33ft. PLATE GIRDER | 1971 | 36.158789 | -95.980781 | 102.37 | 22.001 | — | 2 | 0 | 1 | 18.999 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 43200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18637 BRKEY
18033 NBI No.
18033 On Under
1 Structure No.
7292 0137 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 75 RAMP N-W Feature Intersected
I-444 SB UNDER Division
08 County
143 Location
AT JCT I-244 & I-444 Sufficiency
85.9 Kind Hwy
2 Level Service
7 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
18.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1971 ADT Total
43200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
18.999 Ref. Underclearance Rt.
N Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
03 Length
102.37 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
69120 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1600 NBI Rating
18033 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
68ft.-33ft. PLATE GIRDER Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0119 X H Index
69.3831 Latitude
36:09:31.64 Longitude
-95:58:50.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 75 RAMP N-W TO 1ST. ST. Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18033 Vault Link
http://plansrv1/bridgemaintvault/b18033 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
36.158789 Longitude DD
-95.980781 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18637 x
-10684531.6668607 y
4322492.54814569 |
|||||||||||||||||||||||||||||||||||||
| 18032 | 7209 0632SX | 18032 | Tulsa | I-244 | ELGIN AVE UNDER | 7209 0632SX | 94ft. PLT GRDR SPAN | 1971 | 36.16164722 | -95.98998611 | 91.864 | 78.999 | — | 1 | 35 | 4 | 77.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18636 BRKEY
18032 NBI No.
18032 On Under
1 Structure No.
7209 0632SX Control No.
009 Lane Ind.
S Milepoint
06320 Facility Carried
I-244 Feature Intersected
ELGIN AVE UNDER Division
08 County
143 Location
6.3 MI N I-44 Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
77.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
33200 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
1 Road Width
77.001 Ref. Underclearance Rt.
H Underclearance Right
18.045 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
77.001 Span Type Main
M Material
3 - Steel Design
02 Length
91.864 Deck Width
78.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.7 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53120 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
Y Existing Posting
1310 Max Measured Clearance
1405 Min Measured Clearance
1402 NBI Rating
18032 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
94ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0632SX H Index
96.2334 Latitude
36:09:41.93 Longitude
-95:59:23.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 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
18032 Vault Link
http://plansrv1/bridgemaintvault/b18032 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.16164722 Longitude DD
-95.98998611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18636 x
-10685556.3750186 y
4322886.63700238 |
|||||||||||||||||||||||||||||||||||||
| 18031 | 7209 0632NX | 18031 | Tulsa | I-244 | ELGIN AVE UNDER | 7209 0632NX | 94ft. PLT GRDR SPAN | 1971 | 36.16242222 | -95.99039722 | 99.081 | 77.001 | — | 1 | 40 | 4 | 73.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18635 BRKEY
18031 NBI No.
18031 On Under
1 Structure No.
7209 0632NX Control No.
009 Lane Ind.
N Milepoint
06320 Facility Carried
I-244 Feature Intersected
ELGIN AVE UNDER Division
08 County
143 Location
6.3 MI N I-44 Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.999 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
1971 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
1 Road Width
73.999 Ref. Underclearance Rt.
H Underclearance Right
23.95 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
73.999 Span Type Main
M Material
3 - Steel Design
02 Length
99.081 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.8 HS Inv. Rating Method
1 HS Inv. Method
46.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51200 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
Y Existing Posting
1310 Max Measured Clearance
1411 Min Measured Clearance
1404 NBI Rating
18031 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
94ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0632NX H Index
99.4687 Latitude
36:09:44.72 Longitude
-95:59:25.43 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 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
18031 Vault Link
http://plansrv1/bridgemaintvault/b18031 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.16242222 Longitude DD
-95.99039722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18635 x
-10685602.1395745 y
4322993.49579602 |
|||||||||||||||||||||||||||||||||||||
| 18316 | 7293 0394 X | 18316 | Tulsa | 36TH ST. N. WB | U.S. 75 UNDER | 7293 0394 X | 2-100ft. PRESTRESSED C | 1972 | 36.206111 | -95.946389 | 202.66 | 33.83 | — | 2 | 12 | 2 | 26.83 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.2 | Satisfactory (6) | Good (7) | Excellent (9) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18634 BRKEY
18316 NBI No.
18316 On Under
1 Structure No.
7293 0394 X Control No.
Lane Ind.
Milepoint
Facility Carried
36TH ST. N. WB Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
3.9 MI N JCT I-244 Sufficiency
76.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.83 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1972 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
2 Road Width
26.83 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.83 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.66 Deck Width
33.83 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1708 Min Measured Clearance
1708 NBI Rating
18316 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
5 Description
2-100ft. PRESTRESSED C Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0394 X H Index
83.0054 Latitude
36:12:22 Longitude
-95:56:47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
36TH ST. N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18316 Vault Link
http://plansrv1/bridgemaintvault/b18316 GIS FO/SD
FO H Inv. Method
25 Latitude DD
36.206111 Longitude DD
-95.946389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18634 x
-10680703.1669333 y
4329019.11547281 |
|||||||||||||||||||||||||||||||||||||
| 18315 | 7293 0393 X | 18315 | Tulsa | 36TH ST. N. EB | U.S. 75 UNDER | 7293 0393 X | 2-100ft. PRESTRESSED C | 1972 | 36.20611111 | -95.94638889 | 202.7 | 33.83 | — | 2 | 12 | 2 | 26.83 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.1 | Satisfactory (6) | Very good (8) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18633 BRKEY
18315 NBI No.
18315 On Under
1 Structure No.
7293 0393 X Control No.
Lane Ind.
Milepoint
Facility Carried
36TH ST. N. EB Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
3.9 MI N JCT. I-244 Sufficiency
75.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.83 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1972 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
2 Road Width
26.83 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.83 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.7 Deck Width
33.83 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.3 HS Inv. Rating Method
3 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1602 Min Measured Clearance
1601 NBI Rating
18315 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
5 Description
2-100ft. PRESTRESSED C Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0393 X H Index
80.5288 Latitude
36:12:22 Longitude
-95:56:47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
36TH ST. N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18315 Vault Link
http://plansrv1/bridgemaintvault/b18315 GIS FO/SD
FO H Inv. Method
36.8 Latitude DD
36.20611111 Longitude DD
-95.94638889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18633 x
-10680703.1546882 y
4329019.1306484 |
|||||||||||||||||||||||||||||||||||||
| 18314 | 5571 0494 X | 18314 | Oklahoma | POLE YARD RD. | I-240 UNDER | 5571 0494 X | 2-95ft. CONT. PLATE GIRDER SPAN W/ 2.6ft. & 3ft. SIDEWALKS | 1972 | 35.39125 | -97.487519 | 192.001 | 76.001 | — | 2 | 0 | 5 | 67.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.3 | Poor (4) | Poor (4) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18632 BRKEY
18314 NBI No.
18314 On Under
1 Structure No.
5571 0494 X Control No.
Lane Ind.
Milepoint
Facility Carried
POLE YARD RD. Feature Intersected
I-240 UNDER Division
04 County
109 Location
.4 MI E OF JCT I-35 Sufficiency
61.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70.997 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
16.9 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
192.001 Deck Width
76.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
7 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
53.1 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1608 Min Measured Clearance
1606 NBI Rating
18314 ODOT County
55 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
2.5 Rt. Curb SW
2.999 Description
2-95ft. CONT. PLATE GIRDER SPAN W/ 2.6ft. & 3ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0494 X H Index
70.3043 Latitude
35:23:28.5 Longitude
-97:29:15.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
POLE YARD RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18314 Vault Link
http://plansrv1/bridgemaintvault/b18314 GIS FO/SD
SD H Inv. Method
22.9 Latitude DD
35.39125 Longitude DD
-97.487519 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18632 x
-10852260.9737796 y
4217178.3914765 |
|||||||||||||||||||||||||||||||||||||
| 18313 | 6420 1438 X | 18313 | Pushmataha | S.H. 144 (IRR) | WILD HORSE CREEK | 6420 1438 X | (3) 60ft. PC BEAM SK 30° | 1972 | 34.51825278 | -95.0583 | 182.999 | 31.801 | — | 3 | 30 | 2 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18631 BRKEY
18313 NBI No.
18313 On Under
1 Structure No.
6420 1438 X Control No.
020 Lane Ind.
Milepoint
14380 Facility Carried
S.H. 144 (IRR) Feature Intersected
WILD HORSE CREEK Division
02 County
127 Location
14.38 E JCT US-271 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.999 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
1972 ADT Total
270 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
28.999 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
182.999 Deck Width
31.801 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.9 HS Inv. Rating Method
1 HS Inv. Method
41.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2042 Bypass Detour
24.854848 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
18313 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
1.401 Rt. Curb SW
1.401 Description
(3) 60ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 1438 X H Index
88.6061 Latitude
34:31:05.71 Longitude
-95:03:29.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
096 NBI Text
18313 Vault Link
http://plansrv1/bridgemaintvault/b18313 GIS FO/SD
Meets Standards H Inv. Method
31.7 Latitude DD
34.51825278 Longitude DD
-95.0583 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18631 x
-10581841.5516742 y
4098604.81900042 |
|||||||||||||||||||||||||||||||||||||
| 18312 | 7218 1104WX | 18312 | Tulsa | U.S. 75 SB | 41ST ST. UNDER | 7218 1104WX | 43ft.-86ft.-43ft. RIGID FR | 1972 | 36.10416389 | -96.00935556 | 173.594 | 41 | — | 3 | 20 | 2 | 37.999 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | 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 | 25050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18630 BRKEY
18312 NBI No.
18312 On Under
1 Structure No.
7218 1104WX Control No.
018 Lane Ind.
W Milepoint
11040 Facility Carried
U.S. 75 SB Feature Intersected
41ST ST. UNDER Division
08 County
143 Location
11 MI N JCT SH 67 Sufficiency
92.8 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1972 ADT Total
25050 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
173.594 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.4 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
40080 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
1503 Max Measured Clearance
1508 Min Measured Clearance
1507 NBI Rating
18312 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.-86ft.-43ft. RIGID FR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 1104WX H Index
88.9196 Latitude
36:06:14.99 Longitude
-96:00:33.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 75 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
18312 Vault Link
http://plansrv1/bridgemaintvault/b18312 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
36.10416389 Longitude DD
-96.00935556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18630 x
-10687712.5723295 y
4314963.64470191 |
|||||||||||||||||||||||||||||||||||||
| 18311 | 7218 1104EX | 18311 | Tulsa | U.S. 75 NB | 41ST ST. UNDER | 7218 1104EX | 43ft.-86ft.-43ft. RIGID FR | 1972 | 36.104158 | -96.008967 | 173.594 | 41 | — | 3 | 20 | 2 | 37.999 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Good (7) | Excellent (9) | 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 | 25300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18629 BRKEY
18311 NBI No.
18311 On Under
1 Structure No.
7218 1104EX Control No.
018 Lane Ind.
E Milepoint
11040 Facility Carried
U.S. 75 NB Feature Intersected
41ST ST. UNDER Division
08 County
143 Location
11 MI N JCT SH 67 Sufficiency
92.8 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1972 ADT Total
25300 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
173.594 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
9 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.4 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
40480 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
1503 Max Measured Clearance
1602 Min Measured Clearance
1511 NBI Rating
18311 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.-86ft.-43ft. RIGID FR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 1104EX H Index
90.1776 Latitude
36:06:14.97 Longitude
-96:00:32.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 75 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
18311 Vault Link
http://plansrv1/bridgemaintvault/b18311 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
36.104158 Longitude DD
-96.008967 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18629 x
-10687669.3180282 y
4314962.83317377 |
|||||||||||||||||||||||||||||||||||||
| 18121 | 7422 0237 X | 18121 | Washington | U.S. 60 | CANEY RIVER | 7422 0237 X | 85ft.-114ft.-85ft. CONT. P | 1971 | 36.74567778 | -95.96145833 | 284 | 55 | — | 3 | 14 | 4 | 53 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 18800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18621 BRKEY
18121 NBI No.
18121 On Under
1 Structure No.
7422 0237 X Control No.
022 Lane Ind.
Milepoint
02370 Facility Carried
U.S. 60 Feature Intersected
CANEY RIVER Division
08 County
147 Location
2.1 MI E OSAGE C/L Sufficiency
67.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53 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
1971 ADT Total
18800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
14 No. Main Spans
3 Road Width
53 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
284 Deck Width
55 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
7 Super Rating
8 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
54.3 HS Inv. Rating Method
3 HS Inv. Method
41.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
30080 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18121 ODOT County
74 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
85ft.-114ft.-85ft. CONT. P Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7422 0237 X H Index
73.1619 Latitude
36:44:44.44 Longitude
-95:57:41.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18121 Vault Link
http://plansrv1/bridgemaintvault/b18121 GIS FO/SD
Meets Standards H Inv. Method
41.8 Latitude DD
36.74567778 Longitude DD
-95.96145833 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18621 x
-10682380.6770755 y
4403716.58787543 |
|||||||||||||||||||||||||||||||||||||
| 18118 | 7209 0573WXR | 18118 | Tulsa | TISDALE EXPY N-E | I-244 WB E-S UNDER | 7209 0573WX | 6-CNTVOIDCONCSLAB RI | 1971 | 36.16026111 | -96.00120833 | 287.073 | 23.95 | — | 6 | 99 | 1 | 21.982 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.2 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 29500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18618 BRKEY
18118 NBI No.
18118 On Under
1 Structure No.
7209 0573WXR Control No.
Lane Ind.
Milepoint
Facility Carried
TISDALE EXPY N-E Feature Intersected
I-244 WB E-S UNDER Division
08 County
143 Location
5.7 MI N I-44 Sufficiency
89.2 Kind Hwy
5 Level Service
7 Route No.
00011 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
21.982 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
29500 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
6 Road Width
21.982 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
287.073 Deck Width
23.95 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.6 HS Inv. Rating Method
2 HS Inv. Method
35.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
47200 Future ADT Year
2042 Bypass Detour
1.994602 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
1603 Min Measured Clearance
1601 NBI Rating
18118 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
6-CNTVOIDCONCSLAB RI Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0573WX H Index
84.4232 Latitude
36:09:36.94 Longitude
-96:00:04.35 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
TISDALE EXPY N-E Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18118 Vault Link
http://plansrv1/bridgemaintvault/b18118 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
36.16026111 Longitude DD
-96.00120833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18618 x
-10686805.6268346 y
4322695.51958186 |
|||||||||||||||||||||||||||||||||||||
| 18030 | 5507 0123WXR | 18030 | Oklahoma | NW 10TH ST. E.B. | I-44 E-S RAMP UNDER | 55E1060N3040001 | 90ft. PLATE GIRDER SPAN, SK23LF | 1971 | 35.478203 | -97.580472 | 92.001 | 32.999 | — | 1 | 21 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 27650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18617 BRKEY
18030 NBI No.
18030 On Under
1 Structure No.
5507 0123WXR Control No.
Lane Ind.
Milepoint
Facility Carried
NW 10TH ST. E.B. Feature Intersected
I-44 E-S RAMP UNDER Division
04 County
109 Location
.1E OF PORTLAND Sufficiency
76.7 Kind Hwy
5 Level Service
1 Route No.
E1060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
27650 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
92.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
83 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44240 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
1706 Min Measured Clearance
1611 NBI Rating
18030 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
90ft. PLATE GIRDER SPAN, SK23LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
55E1060N3040001 H Index
66.3712 Latitude
35:28:41.53 Longitude
-97:34:49.7 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
N.W. 10TH ST 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
18030 Vault Link
http://plansrv1/bridgemaintvault/b18030 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.478203 Longitude DD
-97.580472 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18617 x
-10862608.4544073 y
4229058.4162152 |
|||||||||||||||||||||||||||||||||||||
| 18029 | 7209 0624SX | 18029 | Tulsa | I-244 | DETROIT AVE. UNDER | 7209 0624SX | 79ft. PLT GRDR SPAN | 1971 | 36.16163611 | -95.99138056 | 80.052 | 52.001 | — | 1 | 16 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18616 BRKEY
18029 NBI No.
18029 On Under
1 Structure No.
7209 0624SX Control No.
009 Lane Ind.
S Milepoint
06240 Facility Carried
I-244 Feature Intersected
DETROIT AVE. UNDER Division
08 County
143 Location
6.2 MI N I-44 Sufficiency
93.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1971 ADT Total
33200 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6.001 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
80.052 Deck Width
52.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 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
83.7 HS Inv. Rating Method
1 HS Inv. Method
50.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53120 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
1902 Max Measured Clearance
2100 Min Measured Clearance
1906 NBI Rating
18029 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
79ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0624SX H Index
98.9375 Latitude
36:09:41.89 Longitude
-95:59:28.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-244 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
18029 Vault Link
http://plansrv1/bridgemaintvault/b18029 GIS FO/SD
Meets Standards H Inv. Method
37.1 Latitude DD
36.16163611 Longitude DD
-95.99138056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18616 x
-10685711.6044825 y
4322885.10513755 |
|||||||||||||||||||||||||||||||||||||
| 18028 | 7209 0624NX | 18028 | Tulsa | I-244 | DETROIT AVE. UNDER | 7209 0624NX | 81ft. PLT GRDR SPAN | 1971 | 36.162403 | -95.991786 | 83.005 | 52.001 | — | 1 | 21 | 3 | 48.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | 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 | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18615 BRKEY
18028 NBI No.
18028 On Under
1 Structure No.
7209 0624NX Control No.
009 Lane Ind.
N Milepoint
06240 Facility Carried
I-244 Feature Intersected
DETROIT AVE. UNDER Division
08 County
143 Location
6.2 MI N I-44 Sufficiency
82.5 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.999 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
1971 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
1 Road Width
48.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.999 Span Type Main
M Material
3 - Steel Design
02 Length
83.005 Deck Width
52.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51200 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
_ Existing Posting
1701 Max Measured Clearance
1804 Min Measured Clearance
1705 NBI Rating
18028 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
81ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0624NX H Index
97.0751 Latitude
36:09:44.65 Longitude
-95:59:30.43 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-244 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
18028 Vault Link
http://plansrv1/bridgemaintvault/b18028 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.162403 Longitude DD
-95.991786 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18615 x
-10685756.7378569 y
4322990.84568516 |
|||||||||||||||||||||||||||||||||||||
| 18027 | 7209 0617SX | 18027 | Tulsa | I-244 | CINCINNATI AVE. UNDER | 7209 0617SX | 79ft. PLT GRDR SPAN | 1971 | 36.16149722 | -95.99270833 | 80.052 | 60 | — | 1 | 16 | 3 | 57.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18614 BRKEY
18027 NBI No.
18027 On Under
1 Structure No.
7209 0617SX Control No.
009 Lane Ind.
S Milepoint
06170 Facility Carried
I-244 Feature Intersected
CINCINNATI AVE. UNDER Division
08 County
143 Location
6.1 MI N I-44 Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.999 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
1971 ADT Total
33200 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
1 Road Width
57.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
57.999 Span Type Main
M Material
3 - Steel Design
02 Length
80.052 Deck Width
60 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84.9 HS Inv. Rating Method
1 HS Inv. Method
50.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53120 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
_ Existing Posting
-1 Max Measured Clearance
1708 Min Measured Clearance
1700 NBI Rating
18027 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
79ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0617SX H Index
98.4588 Latitude
36:09:41.39 Longitude
-95:59:33.75 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-244 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
18027 Vault Link
http://plansrv1/bridgemaintvault/b18027 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
36.16149722 Longitude DD
-95.99270833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18614 x
-10685859.4111628 y
4322865.95477724 |
|||||||||||||||||||||||||||||||||||||
| 18026 | 7209 0609SXR | 18026 | Tulsa | I-244 RAMP | BOSTON AVE. UNDER | 7209 0609SXR | 78ft. PLT GRDR SPAN | 1971 | 36.16157778 | -95.99415 | 80.052 | 22.001 | — | 1 | 15 | 1 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18613 BRKEY
18026 NBI No.
18026 On Under
1 Structure No.
7209 0609SXR Control No.
009 Lane Ind.
S Milepoint
06090 Facility Carried
I-244 RAMP Feature Intersected
BOSTON AVE. UNDER Division
08 County
143 Location
6.0 MI N I-44 Sufficiency
91.4 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 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
1971 ADT Total
30000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
20.331 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
80.052 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.4 HS Inv. Rating Method
1 HS Inv. Method
43.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48000 Future ADT Year
2042 Bypass Detour
1.994602 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1401 Max Measured Clearance
1409 Min Measured Clearance
1405 NBI Rating
18026 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
78ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7209 0609SXR H Index
98.3263 Latitude
36:09:41.68 Longitude
-95:59:38.94 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18026 Vault Link
http://plansrv1/bridgemaintvault/b18026 GIS FO/SD
Meets Standards H Inv. Method
32.6 Latitude DD
36.16157778 Longitude DD
-95.99415 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18613 x
-10686019.8971331 y
4322877.06250604 |
|||||||||||||||||||||||||||||||||||||
| 18025 | 7209 0609SX | 18025 | Tulsa | I-244 | BOSTON AVE. UNDER | 7209 0609SX | 78ft. PLT GRDR SPAN | 1971 | 36.161356 | -95.994031 | 80.052 | 63.999 | — | 1 | 15 | 3 | 62.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | 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 | 33200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18612 BRKEY
18025 NBI No.
18025 On Under
1 Structure No.
7209 0609SX Control No.
009 Lane Ind.
S Milepoint
06090 Facility Carried
I-244 Feature Intersected
BOSTON AVE. UNDER Division
08 County
143 Location
6.0 MI N I-44 Sufficiency
86.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
62.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
33200 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
62.001 Ref. Underclearance Rt.
H Underclearance Right
20.341 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
3 - Steel Design
02 Length
80.052 Deck Width
63.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53120 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
Y Existing Posting
1402 Max Measured Clearance
1804 Min Measured Clearance
1801 NBI Rating
18025 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
78ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0609SX H Index
95.0492 Latitude
36:09:40.88 Longitude
-95:59:38.51 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 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
18025 Vault Link
http://plansrv1/bridgemaintvault/b18025 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.161356 Longitude DD
-95.994031 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18612 x
-10686006.6501137 y
4322846.48318785 |
|||||||||||||||||||||||||||||||||||||
| 18310 | 7293 0422WX | 18310 | Tulsa | U.S. 75 SB | MOHAWK BLVD UNDER | 7293 0422WX | 35ft.-100ft.-35ft. PRESTRE | 1972 | 36.210122 | -95.945989 | 169.948 | 51.699 | — | 3 | 40 | 3 | 48.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Satisfactory (6) | Good (7) | 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 | 20750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18611 BRKEY
18310 NBI No.
18310 On Under
1 Structure No.
7293 0422WX Control No.
093 Lane Ind.
W Milepoint
04220 Facility Carried
U.S. 75 SB Feature Intersected
MOHAWK BLVD UNDER Division
08 County
143 Location
4.2 MI N I-244 Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
1972 ADT Total
20750 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
48.701 Ref. Underclearance Rt.
H Underclearance Right
12.1 Underclearance Left
12.1 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
169.948 Deck Width
51.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33200 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
Y Existing Posting
1410 Max Measured Clearance
1603 Min Measured Clearance
1602 NBI Rating
18310 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-100ft.-35ft. PRESTRE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0422WX H Index
96.8266 Latitude
36:12:36.44 Longitude
-95:56:45.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
18310 Vault Link
http://plansrv1/bridgemaintvault/b18310 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.210122 Longitude DD
-95.945989 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18611 x
-10680658.639137 y
4329572.48690054 |
|||||||||||||||||||||||||||||||||||||
| 18309 | 7293 0422EX | 18309 | Tulsa | U.S. 75 NB | MOHAWK BLVD UNDER | 7293 0422EX | 35ft.-100ft.-35ft. PRESTRE | 1972 | 36.210333 | -95.945494 | 169.948 | 51.699 | — | 3 | 40 | 3 | 48.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Satisfactory (6) | Good (7) | 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 | 18300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18610 BRKEY
18309 NBI No.
18309 On Under
1 Structure No.
7293 0422EX Control No.
093 Lane Ind.
E Milepoint
04220 Facility Carried
U.S. 75 NB Feature Intersected
MOHAWK BLVD UNDER Division
08 County
143 Location
4.2 MI N I-244 Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
1972 ADT Total
18300 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
48.701 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.139 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
169.948 Deck Width
51.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29280 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
Y Existing Posting
1410 Max Measured Clearance
1504 Min Measured Clearance
1502 NBI Rating
18309 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-100ft.-35ft. PRESTRE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0422EX H Index
97.3301 Latitude
36:12:37.2 Longitude
-95:56:43.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
18309 Vault Link
http://plansrv1/bridgemaintvault/b18309 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.210333 Longitude DD
-95.945494 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18610 x
-10680603.5359891 y
4329601.5979753 |
|||||||||||||||||||||||||||||||||||||
| 18308 | 7294 0013 XR | 18308 | Tulsa | I-444 RAMP | SOUTHWEST BLVD. UNDER | 7294 0013 X | 41FT-89.96FT-40.7FT PLATE GIRDER WITH VARYING SKEW (40 TO 55 DEG.) | 1972 | 36.145303 | -96.002453 | 171.67 | 24 | — | 3 | 48 | 1 | 21 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18609 BRKEY
18308 NBI No.
18308 On Under
1 Structure No.
7294 0013 XR Control No.
094 Lane Ind.
Milepoint
00130 Facility Carried
I-444 RAMP Feature Intersected
SOUTHWEST BLVD. UNDER Division
08 County
143 Location
0.1 MI E JCT I-244 Sufficiency
80.8 Kind Hwy
1 Level Service
7 Route No.
00444 Service Type On
7 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
21 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
1972 ADT Total
45300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
48 No. Main Spans
3 Road Width
21 Ref. Underclearance Rt.
H Underclearance Right
4.25 Underclearance Left
4.583 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
3 - Steel Design
02 Length
171.67 Deck Width
24 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
52.9 HS Inv. Rating Method
3 HS Inv. Method
40.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
72480 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
18'5 Min Measured Clearance
15'7 NBI Rating
18308 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41FT-89.96FT-40.7FT PLATE GIRDER WITH VARYING SKEW (40 TO 55 DEG.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7294 0013 X H Index
62.6133 Latitude
36:08:43.09 Longitude
-96:00:08.83 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-444 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
005A NBI Text
18308 Vault Link
http://plansrv1/bridgemaintvault/b18308 GIS FO/SD
FO H Inv. Method
40.7 Latitude DD
36.145303 Longitude DD
-96.002453 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18609 x
-10686944.1828652 y
4320633.30411694 |
|||||||||||||||||||||||||||||||||||||
| 18307 | 2420 1407 X | 18307 | Garfield | S.H. 74 | BLACK BEAR CREEK | 2420 1407 X | 3-55ft. I-BM. SPANS SK. 30 DEG. | 1972 | 36.36954722 | -97.58628611 | 167.9 | 35 | — | 3 | 30 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18608 BRKEY
18307 NBI No.
18307 On Under
1 Structure No.
2420 1407 X Control No.
020 Lane Ind.
Milepoint
14070 Facility Carried
S.H. 74 Feature Intersected
BLACK BEAR CREEK Division
04 County
047 Location
1.9 MI S JCT SH74 & US64 Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00074 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
1972 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
30 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
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
167.9 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.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18307 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. I-BM. SPANS SK. 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 1407 X H Index
89.3015 Latitude
36:22:10.37 Longitude
-97:35:10.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18307 Vault Link
http://plansrv1/bridgemaintvault/b18307 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.36954722 Longitude DD
-97.58628611 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18608 x
-10863255.6781719 y
4351590.36893506 |
|||||||||||||||||||||||||||||||||||||
| 18306 | 5012 1296 X | 18306 | Murray | S.H. 7 | MILL CREEK | 5012 1296 X | 56ft.-60ft.-50ft. PRETRESSED CONC. BEAM SPANS | 1972 | 34.50925 | -96.89854722 | 166.499 | 34.6 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.5 | 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 | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18607 BRKEY
18306 NBI No.
18306 On Under
1 Structure No.
5012 1296 X Control No.
012 Lane Ind.
Milepoint
12960 Facility Carried
S.H. 7 Feature Intersected
MILL CREEK Division
07 County
099 Location
4.1 MI E JCT US177 Sufficiency
83.5 Kind Hwy
3 Level Service
1 Route No.
00007 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
1972 ADT Total
1900 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
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.499 Deck Width
34.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
57.787521 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
18306 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
56ft.-60ft.-50ft. PRETRESSED CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5012 1296 X H Index
91.2831 Latitude
34:30:33.3 Longitude
-96:53:54.77 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
19-50 NBI Text
18306 Vault Link
http://plansrv1/bridgemaintvault/b18306 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.50925 Longitude DD
-96.89854722 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18607 x
-10786696.9351384 y
4097388.56077446 |