ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 16293 | 6135T0004 X | 16293 | Pittsburg | IND. NATION TP | CREEK | 0323T0710 X | 2-10ft. X 8ft. X108ft. RC BOX | 1965 | 34.59438611 | -95.75253056 | 21.001 | 110 | — | 2 | 0 | 4 | 107.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16085 BRKEY
16293 NBI No.
16293 On Under
1 Structure No.
6135T0004 X Control No.
035 Lane Ind.
Milepoint
00040 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
60.9 MI'S S. JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
107.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
110 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16293 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X108ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0710 X H Index
100 Latitude
34:35:39.79 Longitude
-95:45:09.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60.91 NBI Text
16293 Vault Link
http://plansrv1/bridgemaintvault/b16293 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.59438611 Longitude DD
-95.75253056 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16085 x
-10659122.9441066 y
4108895.54676231 |
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| 16292 | 2042 0722 X | 16292 | Custer | S.H. 73 | CREEK | 2042 0722 X | 2-10ft.X10ft.X68ft. RDY. R.C.B. | 1965 | 35.55152778 | -99.24846111 | 22.966 | 70 | — | 2 | 0 | 2 | 68.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16084 BRKEY
16292 NBI No.
16292 On Under
1 Structure No.
2042 0722 X Control No.
042 Lane Ind.
Milepoint
07220 Facility Carried
S.H. 73 Feature Intersected
CREEK Division
05 County
039 Location
7.2 MI E JCT S.H. 34 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00073 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.002 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
1965 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
68.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
70 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
944 Future ADT Year
2042 Bypass Detour
24.233476 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
16292 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X68ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2042 0722 X H Index
96.37 Latitude
35:33:05.5 Longitude
-99:14:54.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 73 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16292 Vault Link
http://plansrv1/bridgemaintvault/b16292 GIS FO/SD
Meets Standards H Inv. Method
65.62 Latitude DD
35.55152778 Longitude DD
-99.24846111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16084 x
-11048288.1527812 y
4239086.46413575 |
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| 16291 | 7280R0670 XC | 16291 | Tulsa | S.H. 51 SD (41 ST. | CREEK | 7280R0670 XC | 2-10ft.X 5ft.X 95ft. R.C.B | 1965 | 36.05333333 | -95.75666667 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16083 BRKEY
16291 NBI No.
16291 On Under
1 Structure No.
7280R0670 XC Control No.
080 Lane Ind.
Milepoint
06700 Facility Carried
S.H. 51 SD (41 ST. Feature Intersected
CREEK Division
08 County
143 Location
500' S OF SH 51 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
95 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
1965 ADT Total
200 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16291 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 95ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
7280R0670 XC H Index
100 Latitude
36:03:12 Longitude
-95:45:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 SD (41 ST. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16291 Vault Link
http://plansrv1/bridgemaintvault/b16291 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.05333333 Longitude DD
-95.75666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16083 x
-10659583.3737656 y
4307962.43971303 |
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| 16197 | 5569R0805 X | 16197 | Oklahoma | I-40 | (WESTERN AVE)U.P. R.R. | 5569 0805 X | PLATE GIRDER CONT. & SIM PLE I-BM. SPANS (CROSSTOWN) | 1964 | 35.46513889 | -97.53052778 | 8835 | 94.701 | — | 41 | 99 | 6 | 91.299 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 112900 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
16079 BRKEY
16197 NBI No.
16197 On Under
1 Structure No.
5569R0805 X Control No.
069 Lane Ind.
Milepoint
08050 Facility Carried
I-40 Feature Intersected
(WESTERN AVE)U.P. R.R. Division
04 County
109 Location
3 MI E OF MAY AVE Sufficiency
48 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
92.001 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
1964 ADT Total
112900 ADT Year
2010 Design Load
HS 20 Skew
99 No. Main Spans
41 Road Width
91.299 Ref. Underclearance Rt.
R Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
6 Fill RCB
-1 Appr. Roadway Width
123.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
8835 Deck Width
94.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
180640 Future ADT Year
2030 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1309 Max Measured Clearance
-1 Min Measured Clearance
1310 NBI Rating
16197 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
PLATE GIRDER CONT. & SIM PLE I-BM. SPANS (CROSSTOWN) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0805 X H Index
66.1624 Latitude
35:27:54.5 Longitude
-97:31:49.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16197 Vault Link
http://plansrv1/bridgemaintvault/b16197 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.46513889 Longitude DD
-97.53052778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16079 x
-10857048.6892688 y
4227272.70213669 |
|||||||||||||||||||||||||||||||||||||
| 16196 | 4732 0031 X | 16196 | Major | S.H. 58 | CIMARRON RIVER | 4732 0031 X | 3(4-100 CONT.) PLATE | 1964 | 36.279656 | -98.318886 | 1200 | 30 | — | 12 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Fair (5) | Very good (8) | Satisfactory (6) | Fair (5) | 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
16078 BRKEY
16196 NBI No.
16196 On Under
1 Structure No.
4732 0031 X Control No.
032 Lane Ind.
Milepoint
00310 Facility Carried
S.H. 58 Feature Intersected
CIMARRON RIVER Division
06 County
093 Location
0.4 MI N JCT SH 8 Sufficiency
65.7 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1964 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1200 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.
2 Deck Rating
8 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.5 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
29.204446 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
16196 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3(4-100 CONT.) PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4732 0031 X H Index
93.5992 Latitude
36:16:46.76 Longitude
-98:19:07.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
16196 Vault Link
http://plansrv1/bridgemaintvault/b16196 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
36.279656 Longitude DD
-98.318886 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16078 x
-10944808.3248819 y
4339170.1507695 |
|||||||||||||||||||||||||||||||||||||
| 16195 | 2642T1619 X | 16195 | Grady | BAILEY A TP (I-44) | WASHITA RIVER | 2642T1590 X | 61ft.,60ft.,(8-100ft. CONT | 1964 | 35.061886 | -97.906578 | 1043.963 | 73.999 | — | 12 | 0 | 5 | 67.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16077 BRKEY
16195 NBI No.
16195 On Under
1 Structure No.
2642T1619 X Control No.
042 Lane Ind.
Milepoint
16190 Facility Carried
BAILEY A TP (I-44) Feature Intersected
WASHITA RIVER Division
07 County
051 Location
T.P.BR.NO.23.84 Sufficiency
88.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.501 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
67.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1043.963 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16195 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
61ft.,60ft.,(8-100ft. CONT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1590 X H Index
97.6844 Latitude
35:03:42.79 Longitude
-97:54:23.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.84 NBI Text
16195 Vault Link
http://plansrv1/bridgemaintvault/b16195 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
35.061886 Longitude DD
-97.906578 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16077 x
-10898910.4082719 y
4172294.38779003 |
|||||||||||||||||||||||||||||||||||||
| 16478 | 4317 2040EX | 16478 | Love | I-35 NB | CO. RD. E207 UNDER | 4317 2040EX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 13 DEG. WITH (2) 6ft. CURBS | 1965 | 34.01276944 | -97.14325833 | 105.971 | 40 | — | 3 | 13 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16076 BRKEY
16478 NBI No.
16478 On Under
1 Structure No.
4317 2040EX Control No.
017 Lane Ind.
E Milepoint
20400 Facility Carried
I-35 NB Feature Intersected
CO. RD. E207 UNDER Division
07 County
085 Location
5.1 MI N JCT SH32 Sufficiency
93 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
13400 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
8.701 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21440 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1509 Min Measured Clearance
1509 NBI Rating
16478 ODOT County
43 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
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 13 DEG. WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2040EX H Index
86.0557 Latitude
34:00:45.97 Longitude
-97:08:35.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125 NBI Text
16478 Vault Link
http://plansrv1/bridgemaintvault/b16478 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.01276944 Longitude DD
-97.14325833 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16076 x
-10813938.051295 y
4030516.77884521 |
|||||||||||||||||||||||||||||||||||||
| 16477 | 6134T1890 X | 16477 | Pittsburg | IND. NATION TP | CO. RD. E1310 UNDER | 6134T1890 X | 33ft.- 38.5ft.- 39ft. I-BEAM SPANS | 1965 | 35.11602778 | -95.89065833 | 103.018 | 87.999 | — | 3 | 2 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.2 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16075 BRKEY
16477 NBI No.
16477 On Under
1 Structure No.
6134T1890 X Control No.
034 Lane Ind.
Milepoint
18900 Facility Carried
IND. NATION TP Feature Intersected
CO. RD. E1310 UNDER Division
02 County
121 Location
22.65 MI'S S. JCT I-40 Sufficiency
92.2 Kind Hwy
8 Level Service
1 Route No.
E1310 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
85 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
7800 ADT Year
2022 Design Load
HS 20 Skew
2 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
103.018 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
159.7 HS Inv. Rating Method
1 HS Inv. Method
95.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1507 Min Measured Clearance
1507 NBI Rating
16477 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.- 38.5ft.- 39ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T1890 X H Index
98.8769 Latitude
35:06:57.7 Longitude
-95:53:26.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.65 NBI Text
16477 Vault Link
http://plansrv1/bridgemaintvault/b16477 GIS FO/SD
Meets Standards H Inv. Method
66.2 Latitude DD
35.11602778 Longitude DD
-95.89065833 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16075 x
-10674499.2571274 y
4179660.05632705 |
|||||||||||||||||||||||||||||||||||||
| 16476 | 4317 1784EX | 16476 | Love | I-35 NB | CO. RD. 4328C UNDER | 4317 1784EX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 5 DEG. WITH (2) 6ft. CURBS | 1965 | 33.97651667 | -97.13396389 | 105.971 | 40 | — | 3 | 5 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16074 BRKEY
16476 NBI No.
16476 On Under
1 Structure No.
4317 1784EX Control No.
017 Lane Ind.
E Milepoint
17840 Facility Carried
I-35 NB Feature Intersected
CO. RD. 4328C UNDER Division
07 County
085 Location
2.6 MI N JCT SH32 Sufficiency
90 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
1965 ADT Total
13400 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 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
5 Underclearance
2 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
21440 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1307 Min Measured Clearance
1307 NBI Rating
16476 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 5 DEG. WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1784EX H Index
86.8591 Latitude
33:58:35.46 Longitude
-97:08:02.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119 NBI Text
16476 Vault Link
http://plansrv1/bridgemaintvault/b16476 GIS FO/SD
FO H Inv. Method
24 Latitude DD
33.97651667 Longitude DD
-97.13396389 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16074 x
-10812903.398967 y
4025649.22436012 |
|||||||||||||||||||||||||||||||||||||
| 16475 | 4317 1784WX | 16475 | Love | I-35 SB | CO. RD. 4328C UNDER | 4317 1784WX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 5 DEG. WITH (2) 6ft. CURBS | 1965 | 33.97651389 | -97.13484722 | 105.971 | 40 | — | 3 | 5 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16073 BRKEY
16475 NBI No.
16475 On Under
1 Structure No.
4317 1784WX Control No.
017 Lane Ind.
W Milepoint
17840 Facility Carried
I-35 SB Feature Intersected
CO. RD. 4328C UNDER Division
07 County
085 Location
2.6 MI N JCT SH32 Sufficiency
90 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
13800 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 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
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22080 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
1304 Max Measured Clearance
1400 Min Measured Clearance
1400 NBI Rating
16475 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 5 DEG. WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1784WX H Index
88.9261 Latitude
33:58:35.45 Longitude
-97:08:05.45 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
120 NBI Text
16475 Vault Link
http://plansrv1/bridgemaintvault/b16475 GIS FO/SD
FO H Inv. Method
24 Latitude DD
33.97651389 Longitude DD
-97.13484722 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16073 x
-10813001.7308128 y
4025648.85117718 |
|||||||||||||||||||||||||||||||||||||
| 16474 | 1036 1429WX | 16474 | Carter | I-35 SB | CO. RD. E189.0 UNDER | 1036 1429WX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS | 1965 | 34.27499722 | -97.162025 | 105.971 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16072 BRKEY
16474 NBI No.
16474 On Under
1 Structure No.
1036 1429WX Control No.
036 Lane Ind.
W Milepoint
14290 Facility Carried
I-35 SB Feature Intersected
CO. RD. E189.0 UNDER Division
07 County
019 Location
5.1 MI N JCT SH142 Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
15600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24960 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
1400 Max Measured Clearance
1411 Min Measured Clearance
1402 NBI Rating
16474 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1429WX H Index
93.3251 Latitude
34:16:29.99 Longitude
-97:09:43.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119 NBI Text
16474 Vault Link
http://plansrv1/bridgemaintvault/b16474 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.27499722 Longitude DD
-97.162025 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16072 x
-10816027.1474433 y
4065787.47636804 |
|||||||||||||||||||||||||||||||||||||
| 16290 | 7280 0510 XC | 16290 | Tulsa | U.S. 64 /S.H. 51SD | CREEK | 7280 0510 XC | 2-10ft.X4ft.X86ft. RCB | 1965 | 36.11658889 | -95.90469444 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | C | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16065 BRKEY
16290 NBI No.
16290 On Under
1 Structure No.
7280 0510 XC Control No.
080 Lane Ind.
Milepoint
05100 Facility Carried
U.S. 64 /S.H. 51SD Feature Intersected
CREEK Division
08 County
143 Location
300' N OF SH 51 Sufficiency
100 Kind Hwy
8 Level Service
0 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1965 ADT Total
200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16290 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X86ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
7280 0510 XC H Index
100 Latitude
36:06:59.72 Longitude
-95:54:16.9 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64/S.H. 51SD(SHERIDEN Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
16290 Vault Link
http://plansrv1/bridgemaintvault/b16290 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.11658889 Longitude DD
-95.90469444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
16065 x
-10676061.7497453 y
4316675.70498125 |
|||||||||||||||||||||||||||||||||||||
| 16289 | 7541 0440 X | 16289 | Washita | S.H. 115 | CREEK | 7541 0440 X | 2-10ft.X8ft.X50ft. RDY. R.C.B. | 1965 | 35.16365 | -98.72313333 | 21.982 | 52.001 | — | 2 | 0 | 2 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16064 BRKEY
16289 NBI No.
16289 On Under
1 Structure No.
7541 0440 X Control No.
041 Lane Ind.
Milepoint
04400 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
05 County
149 Location
4.4 MI N KIOWA C/L Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
52.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 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
61 HS Inv. Rating Method
1 HS Inv. Method
36.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
39.767756 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
16289 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X50ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7541 0440 X H Index
96.37 Latitude
35:09:49.14 Longitude
-98:43:23.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16289 Vault Link
http://plansrv1/bridgemaintvault/b16289 GIS FO/SD
Meets Standards H Inv. Method
20.3 Latitude DD
35.16365 Longitude DD
-98.72313333 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16064 x
-10989808.931812 y
4186142.82426732 |
|||||||||||||||||||||||||||||||||||||
| 16288 | 0323T0370 X | 16288 | Atoka | IND. NATION TP | CREEK | 0323T0370 X | 2-10ft.X 10ft. X 121ft. RC BOX | 1965 | 34.55029444 | -95.77025278 | 21.001 | 122.999 | — | 2 | 0 | 4 | 121.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16063 BRKEY
16288 NBI No.
16288 On Under
1 Structure No.
0323T0370 X Control No.
023 Lane Ind.
Milepoint
03700 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
005 Location
64.14 MI'S S JCT I-40 Sufficiency
97.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
121.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
122.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16288 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft. X 121ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0370 X H Index
99.34 Latitude
34:33:01.06 Longitude
-95:46:12.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64.14 NBI Text
16288 Vault Link
http://plansrv1/bridgemaintvault/b16288 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.55029444 Longitude DD
-95.77025278 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16063 x
-10661095.7726127 y
4102934.65231331 |
|||||||||||||||||||||||||||||||||||||
| 16287 | 1904 0346 X | 16287 | Creek | S.H. 66 | CREEK | 1904 0346 X | 2-10ft.X10ft.X70ft. RCB | 1965 | 35.87973611 | -96.38778333 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16062 BRKEY
16287 NBI No.
16287 On Under
1 Structure No.
1904 0346 X Control No.
004 Lane Ind.
Milepoint
03460 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
3.4 MI N JCT SH 48 Sufficiency
85.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1965 ADT Total
4900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.963 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
29.825817 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
16287 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X70ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1904 0346 X H Index
97.006 Latitude
35:52:47.05 Longitude
-96:23:16.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16287 Vault Link
http://plansrv1/bridgemaintvault/b16287 GIS FO/SD
Meets Standards H Inv. Method
60.5 Latitude DD
35.87973611 Longitude DD
-96.38778333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16062 x
-10729838.958988 y
4284085.83936097 |
|||||||||||||||||||||||||||||||||||||
| 16286 | 1036 0345 X | 16286 | Carter | I-35 | CREEK | 1036 0345 X | (2) 10ft. X 10ft. X 224ft. RCB WITH WEST HALF SKEWED 30° | 1965 | 34.12085556 | -97.15535833 | 22.966 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 32400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16061 BRKEY
16286 NBI No.
16286 On Under
1 Structure No.
1036 0345 X Control No.
036 Lane Ind.
Milepoint
03450 Facility Carried
I-35 Feature Intersected
CREEK Division
07 County
019 Location
3.5 MI N LOVE C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1965 ADT Total
32400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51840 Future ADT Year
2042 Bypass Detour
8.699197 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
16286 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 224ft. RCB WITH WEST HALF SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0345 X H Index
95.03 Latitude
34:07:15.08 Longitude
-97:09:19.29 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
101 NBI Text
16286 Vault Link
http://plansrv1/bridgemaintvault/b16286 GIS FO/SD
Meets Standards H Inv. Method
69.6 Latitude DD
34.12085556 Longitude DD
-97.15535833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16061 x
-10815285.0171336 y
4045041.54232628 |
|||||||||||||||||||||||||||||||||||||
| 16285 | 0323T0260 X | 16285 | Atoka | IND. NATION TP | CO. RD. E1710 UNDER | 0323T0260 X | 20ft. X 14ft. X 103ft. RC BOX, SK 72 LF | 1965 | 34.53459167 | -95.76169167 | 20.013 | 105 | — | 1 | 18 | 4 | 102.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16060 BRKEY
16285 NBI No.
16285 On Under
1 Structure No.
0323T0260 X Control No.
023 Lane Ind.
Milepoint
02600 Facility Carried
IND. NATION TP Feature Intersected
CO. RD. E1710 UNDER Division
02 County
005 Location
65.3 MI S OF I-40 Sufficiency
92.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
1 Road Width
102.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.013 Deck Width
105 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1306 Max Measured Clearance
1306 Min Measured Clearance
1306 NBI Rating
16285 ODOT County
03 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. X 14ft. X 103ft. RC BOX, SK 72 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0260 X H Index
99.01 Latitude
34:32:04.53 Longitude
-95:45:42.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
INDIAN NATION TP Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
65.36 NBI Text
16285 Vault Link
http://plansrv1/bridgemaintvault/b16285 GIS FO/SD
FO H Inv. Method
20 Latitude DD
34.53459167 Longitude DD
-95.76169167 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16060 x
-10660142.7542069 y
4100812.50733239 |
|||||||||||||||||||||||||||||||||||||
| 16194 | 1132R0203 X | 16194 | Cherokee | U.S. 62 | ILLINOIS RIVER | 1132R0203 X | 60ft.,2(4-100ft. CONT.)6 | 1964 | 35.915 | -94.93666667 | 923.885 | 31.001 | — | 8 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51 | Fair (5) | Critical (2) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8350 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16059 BRKEY
16194 NBI No.
16194 On Under
1 Structure No.
1132R0203 X Control No.
032 Lane Ind.
Milepoint
02030 Facility Carried
U.S. 62 Feature Intersected
ILLINOIS RIVER Division
01 County
021 Location
2.0 MI NE SH 51 Sufficiency
51 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
8350 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
923.885 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2019 Bypass Detour
16.777022 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
16194 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft.,2(4-100ft. CONT.)6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1132R0203 X H Index
100 Latitude
35:54:54 Longitude
-94:56:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16194 Vault Link
http://plansrv1/bridgemaintvault/b16194 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.915 Longitude DD
-94.93666667 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16059 x
-10568301.3913151 y
4288931.79749956 |
|||||||||||||||||||||||||||||||||||||
| 16193 | 4702R0144 X | 16193 | Major | U.S. 60 | N. CANADIAN RIVER | 4702 0144 X | 60ft., 2(4-100ft. CONT.) | 1964 | 36.18208611 | -98.92086389 | 923.885 | 31.001 | — | 8 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.2 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
16058 BRKEY
16193 NBI No.
16193 On Under
1 Structure No.
4702R0144 X Control No.
002 Lane Ind.
Milepoint
01440 Facility Carried
U.S. 60 Feature Intersected
N. CANADIAN RIVER Division
06 County
093 Location
1.5 MI.N. DEWEY C/L Sufficiency
44.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
1800 ADT Year
2016 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
923.885 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.163 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2036 Bypass Detour
64.001232 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
16193 ODOT County
47 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
1.001 Rt. Curb SW
1.001 Description
60ft., 2(4-100ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4702 0144 X H Index
87.2729 Latitude
36:10:55.51 Longitude
-98:55:15.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16193 Vault Link
http://plansrv1/bridgemaintvault/b16193 GIS FO/SD
SD H Inv. Method
18.739 Latitude DD
36.18208611 Longitude DD
-98.92086389 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16058 x
-11011820.1970655 y
4325705.15202247 |
|||||||||||||||||||||||||||||||||||||
| 16192 | 1317R1121 X | 16192 | Cimarron | U.S. 385 | BEAVER RIVER | 1317 1121 X | 2(4-100ft. CONT.) SPANS WITH 2-18ft. SAFETY CURBS | 1964 | 36.65741389 | -102.55330556 | 903.999 | 31.001 | — | 8 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.5 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 540 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
16057 BRKEY
16192 NBI No.
16192 On Under
1 Structure No.
1317R1121 X Control No.
017 Lane Ind.
Milepoint
11210 Facility Carried
U.S. 385 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
2.8 MI. S. JCT. US56 Sufficiency
72.5 Kind Hwy
2 Level Service
1 Route No.
00385 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
540 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
903.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.502 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2035 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16192 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.) SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1317 1121 X H Index
61.4927 Latitude
36:39:26.69 Longitude
-102:33:11.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 385 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
7 NBI Text
16192 Vault Link
http://plansrv1/bridgemaintvault/b16192 GIS FO/SD
Meets Standards H Inv. Method
18.629 Latitude DD
36.65741389 Longitude DD
-102.55330556 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16057 x
-11416181.7541062 y
4391461.67465595 |
|||||||||||||||||||||||||||||||||||||
| 16191 | 1649 0844EX | 16191 | Comanche | I-44 NB | CARVER AVE & SLWC R.R. | 1649 0844EX | 75ft.,80ft.,55ft.,3-60ft.,50ft.,57ft.,63ft.,4-60ft. I-BM. SPANS | 1964 | 34.617328 | -98.385706 | 800.853 | 35 | — | 13 | 0 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 10450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16056 BRKEY
16191 NBI No.
16191 On Under
1 Structure No.
1649 0844EX Control No.
049 Lane Ind.
E Milepoint
08440 Facility Carried
I-44 NB Feature Intersected
CARVER AVE & SLWC R.R. Division
07 County
031 Location
4.9 MI.NE.JCT.US281B Sufficiency
73.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
32 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
1964 ADT Total
10450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
13 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
6.5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
800.853 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
51.1 HS Inv. Rating Method
2 HS Inv. Method
30.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
16720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16191 ODOT County
16 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
75ft.,80ft.,55ft.,3-60ft.,50ft.,57ft.,63ft.,4-60ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0844EX H Index
93.99 Latitude
34:37:02.38 Longitude
-98:23:08.54 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
16191 Vault Link
http://plansrv1/bridgemaintvault/b16191 GIS FO/SD
Meets Standards H Inv. Method
22.4 Latitude DD
34.617328 Longitude DD
-98.385706 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16056 x
-10952246.6932567 y
4111998.38581765 |
|||||||||||||||||||||||||||||||||||||
| 16190 | 5569 0007SX | 16190 | Oklahoma | I-40 E & W BOUND | N. CANADIAN RIVER | 5569 0007SX | 2(4-100ft. CONT) PLATE GIR DER SPANS | 1964 | 35.46013611 | -97.670075 | 804 | 104 | — | 8 | 0 | 6 | 102 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.1 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 74800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16055 BRKEY
16190 NBI No.
16190 On Under
1 Structure No.
5569 0007SX Control No.
069 Lane Ind.
S Milepoint
00070 Facility Carried
I-40 E & W BOUND Feature Intersected
N. CANADIAN RIVER Division
04 County
109 Location
.1 MI E CANADIAN CO. Sufficiency
70.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
49 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
1964 ADT Total
74800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
102 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
0 Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
804 Deck Width
104 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
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.9 HS Inv. Rating Method
1 HS Inv. Method
29.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
119680 Future ADT Year
2042 Bypass Detour
16 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
16190 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT) PLATE GIR DER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0007SX H Index
93.2111 Latitude
35:27:36.49 Longitude
-97:40:12.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB/WB 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
16190 Vault Link
http://plansrv1/bridgemaintvault/b16190 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
35.46013611 Longitude DD
-97.670075 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16055 x
-10872583.0147408 y
4226588.95626716 |
|||||||||||||||||||||||||||||||||||||
| 16189 | 5569R0007NX | 16189 | Oklahoma | I-40 WB | N. CANADIAN RIVER | 5569 0007NX | 2(4-100ft. CONT.) PLATE GIR DER SPANS | 1964 | 35.46046667 | -97.67008056 | 803.999 | 52.001 | — | 8 | 0 | 3 | 48.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 37350 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
16054 BRKEY
16189 NBI No.
16189 On Under
1 Structure No.
5569R0007NX Control No.
069 Lane Ind.
N Milepoint
00070 Facility Carried
I-40 WB Feature Intersected
N. CANADIAN RIVER Division
04 County
109 Location
.1 MI E CANADIAN CO Sufficiency
79.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1964 ADT Total
37350 ADT Year
2012 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
48.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
00 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803.999 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.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
29.873 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
59760 Future ADT Year
2032 Bypass Detour
0.1 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
16189 ODOT County
55 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(4-100ft. CONT.) PLATE GIR DER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0007NX H Index
74.1809 Latitude
35:27:37.68 Longitude
-97:40:12.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
U Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16189 Vault Link
http://plansrv1/bridgemaintvault/b16189 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.46046667 Longitude DD
-97.67008056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16054 x
-10872583.6336772 y
4226634.13364267 |
|||||||||||||||||||||||||||||||||||||
| 16473 | 1036 1429EX | 16473 | Carter | I-35 NB | CO. RD. E189.0 UNDER | 1036 1429EX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS | 1965 | 34.27491111 | -97.16149444 | 105.971 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16053 BRKEY
16473 NBI No.
16473 On Under
1 Structure No.
1036 1429EX Control No.
036 Lane Ind.
E Milepoint
14290 Facility Carried
I-35 NB Feature Intersected
CO. RD. E189.0 UNDER Division
07 County
019 Location
5.1 MI N JCT SH142 Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
16250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
6.25 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26000 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
1400 Max Measured Clearance
1411 Min Measured Clearance
1403 NBI Rating
16473 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1429EX H Index
91.9591 Latitude
34:16:29.68 Longitude
-97:09:41.38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118 NBI Text
16473 Vault Link
http://plansrv1/bridgemaintvault/b16473 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.27491111 Longitude DD
-97.16149444 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16053 x
-10815968.0857743 y
4065775.8762173 |
|||||||||||||||||||||||||||||||||||||
| 16472 | 6134T1290 X | 16472 | Pittsburg | IND. NATION TP | BULL CREEK | 6134T1290 X | 3-34ft. PC BM SPANS | 1965 | 35.03254167 | -95.88228056 | 104.003 | 87.999 | — | 3 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16052 BRKEY
16472 NBI No.
16472 On Under
1 Structure No.
6134T1290 X Control No.
034 Lane Ind.
Milepoint
12900 Facility Carried
IND. NATION TP Feature Intersected
BULL CREEK Division
02 County
121 Location
28.54 MI'S S. JCT I-40 Sufficiency
99.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1965 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
104.003 Deck Width
87.999 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
7 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.1 HS Inv. Rating Method
1 HS Inv. Method
42.6 H Operating Rating
1 H Inv. Rating Method
0 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16472 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T1290 X H Index
99.0565 Latitude
35:01:57.15 Longitude
-95:52:56.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.54 NBI Text
16472 Vault Link
http://plansrv1/bridgemaintvault/b16472 GIS FO/SD
Meets Standards H Inv. Method
32.3 Latitude DD
35.03254167 Longitude DD
-95.88228056 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
16052 x
-10673566.648037 y
4168304.30685122 |
|||||||||||||||||||||||||||||||||||||
| 16471 | 2004 0776NX | 16471 | Custer | I-40 WB | CORN ROAD UNDER | 2004 0776NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1965 | 35.52240556 | -98.78228056 | 102.034 | 40.299 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 11250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16051 BRKEY
16471 NBI No.
16471 On Under
1 Structure No.
2004 0776NX Control No.
004 Lane Ind.
N Milepoint
07760 Facility Carried
I-40 WB Feature Intersected
CORN ROAD UNDER Division
05 County
039 Location
7.3 MI E I-40 BUS Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 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
1965 ADT Total
11250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
7.7 Underclearance Left
5.899 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
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
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1508 Min Measured Clearance
1501 NBI Rating
16471 ODOT County
20 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 0776NX H Index
97.6255 Latitude
35:31:20.66 Longitude
-98:46:56.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16471 Vault Link
http://plansrv1/bridgemaintvault/b16471 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.52240556 Longitude DD
-98.78228056 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16051 x
-10996393.1713375 y
4235102.55276091 |
|||||||||||||||||||||||||||||||||||||
| 16284 | 6419 0240 X | 16284 | Pushmataha | S.H. 2 | JUDGE COX CREEK | 6419 0240 X | (2) 10ft. X 8ft. X 62.4ft. LONG RCB SK 30° | 1965 | 34.26990556 | -95.64095556 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16042 BRKEY
16284 NBI No.
16284 On Under
1 Structure No.
6419 0240 X Control No.
019 Lane Ind.
Milepoint
02400 Facility Carried
S.H. 2 Feature Intersected
JUDGE COX CREEK Division
02 County
127 Location
2.40 N JCT SH-3 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.08 HS Inv. Rating Method
1 HS Inv. Method
42.57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16284 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 62.4ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 0240 X H Index
97.8847 Latitude
34:16:11.66 Longitude
-95:38:27.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
069 NBI Text
16284 Vault Link
http://plansrv1/bridgemaintvault/b16284 GIS FO/SD
Meets Standards H Inv. Method
23.65 Latitude DD
34.26990556 Longitude DD
-95.64095556 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16042 x
-10646702.4719213 y
4065101.58314619 |
|||||||||||||||||||||||||||||||||||||
| 16283 | 5569 0148 X | 16283 | Oklahoma | I-40 | CREEK | 5569 0148 X | 2-10ft. X 7ft. X 182ft. R.C. BOX | 1965 | 35.46011667 | -97.64515556 | 22.001 | 0 | — | 2 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 82100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16041 BRKEY
16283 NBI No.
16283 On Under
1 Structure No.
5569 0148 X Control No.
069 Lane Ind.
Milepoint
01480 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
1.5 MI E CANADIAN CO Sufficiency
82.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.49 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
1965 ADT Total
82100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
4 Appr. Roadway Width
117.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.48 HS Inv. Rating Method
1 HS Inv. Method
34.48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
131360 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16283 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 182ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0148 X H Index
69.4663 Latitude
35:27:36.42 Longitude
-97:38:42.56 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16283 Vault Link
http://plansrv1/bridgemaintvault/b16283 GIS FO/SD
Meets Standards H Inv. Method
19.16 Latitude DD
35.46011667 Longitude DD
-97.64515556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16041 x
-10869808.9953692 y
4226586.29942342 |
|||||||||||||||||||||||||||||||||||||
| 16282 | 6134T0110 X | 16282 | Pittsburg | IND. NATION TP | CREEK | 6134T0110 X | 2- 12ft. X 10ft. X 186ft. RCB | 1965 | 34.87000278 | -95.81883611 | 25 | 187.999 | — | 2 | 0 | 4 | 186.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16040 BRKEY
16282 NBI No.
16282 On Under
1 Structure No.
6134T0110 X Control No.
034 Lane Ind.
Milepoint
01100 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
40.3 MI S OF I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
186.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
18 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
187.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16282 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 12ft. X 10ft. X 186ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0110 X H Index
98.6869 Latitude
34:52:12.01 Longitude
-95:49:07.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.34 NBI Text
16282 Vault Link
http://plansrv1/bridgemaintvault/b16282 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.87000278 Longitude DD
-95.81883611 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16040 x
-10666504.0441693 y
4146229.04410597 |
|||||||||||||||||||||||||||||||||||||
| 16188 | 6126 0092 X | 16188 | Pittsburg | S.H. 9 A | GAINES CREEK | 6126 0092 X | 73ft.(164ft.3ft.,200ft.,164ft. | 1964 | 35.219211 | -95.593753 | 681 | 32 | — | 3 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16036 BRKEY
16188 NBI No.
16188 On Under
1 Structure No.
6126 0092 X Control No.
026 Lane Ind.
Milepoint
00920 Facility Carried
S.H. 9 A Feature Intersected
GAINES CREEK Division
02 County
121 Location
1 MI E JCT US 69 Sufficiency
75.6 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
681 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16188 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
73ft.(164ft.3ft.,200ft.,164ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6126 0092 X H Index
90.9042 Latitude
35:13:09.16 Longitude
-95:35:37.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
092 NBI Text
16188 Vault Link
http://plansrv1/bridgemaintvault/b16188 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
35.219211 Longitude DD
-95.593753 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16036 x
-10641447.906978 y
4193711.09067578 |
|||||||||||||||||||||||||||||||||||||
| 16186 | 6110 0328 X | 16186 | Pittsburg | S.H. 9 | LONGTOWN CREEK | 6110 0328 X | 100ft.(164ft.-200ft.-164ft. | 1964 | 35.239144 | -95.507164 | 633 | 31 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.5 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16034 BRKEY
16186 NBI No.
16186 On Under
1 Structure No.
6110 0328 X Control No.
010 Lane Ind.
Milepoint
03280 Facility Carried
S.H. 9 Feature Intersected
LONGTOWN CREEK Division
02 County
121 Location
3.3 MI E MCINTOSH Sufficiency
49.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
633 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.1 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16186 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1 Rt. Curb SW
1 Description
100ft.(164ft.-200ft.-164ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6110 0328 X H Index
73.7884 Latitude
35:14:20.92 Longitude
-95:30:25.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
060 NBI Text
16186 Vault Link
http://plansrv1/bridgemaintvault/b16186 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.239144 Longitude DD
-95.507164 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16034 x
-10631808.8635897 y
4196427.53560713 |
|||||||||||||||||||||||||||||||||||||
| 16185 | 1651T0080 X | 16185 | Comanche | BAILEY A TP (I-44) | EAST CACHE CREEK | 1651T0080 X | 81ft.,100ft.,3-80ft.,100ft., | 1964 | 34.73294444 | -98.38991667 | 604.987 | 73.999 | — | 7 | 30 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16033 BRKEY
16185 NBI No.
16185 On Under
1 Structure No.
1651T0080 X Control No.
051 Lane Ind.
Milepoint
00800 Facility Carried
BAILEY A TP (I-44) Feature Intersected
EAST CACHE CREEK Division
07 County
031 Location
T.P.BR.NO.60.32 Sufficiency
90.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.501 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
16200 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
7 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
604.987 Deck Width
73.999 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25920 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16185 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
81ft.,100ft.,3-80ft.,100ft., Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0080 X H Index
95.8082 Latitude
34:43:58.6 Longitude
-98:23:23.7 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60.32 NBI Text
16185 Vault Link
http://plansrv1/bridgemaintvault/b16185 GIS FO/SD
Meets Standards H Inv. Method
33.8 Latitude DD
34.73294444 Longitude DD
-98.38991667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16033 x
-10952715.422897 y
4127648.32291603 |
|||||||||||||||||||||||||||||||||||||
| 16184 | 7218 0489EX | 16184 | Tulsa | U.S. 75 | POLECAT CREEK | 7218 0489EX | 80ft.-100ft.-80ft. CONT. & | 1964 | 36.015667 | -96.011447 | 463 | 30 | — | 3 | 30 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | 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 | 23350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16032 BRKEY
16184 NBI No.
16184 On Under
1 Structure No.
7218 0489EX Control No.
018 Lane Ind.
E Milepoint
04890 Facility Carried
U.S. 75 Feature Intersected
POLECAT CREEK Division
08 County
143 Location
4.8 MI N JCT SH 67 Sufficiency
65 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 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
1964 ADT Total
23350 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
463 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.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16184 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-100ft.-80ft. CONT. & Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0489EX H Index
76.5085 Latitude
36:00:56.4 Longitude
-96:00:41.21 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16184 Vault Link
http://plansrv1/bridgemaintvault/b16184 GIS FO/SD
FO H Inv. Method
20.5 Latitude DD
36.015667 Longitude DD
-96.011447 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16032 x
-10687945.3903654 y
4302777.34127648 |
|||||||||||||||||||||||||||||||||||||
| 16468 | 2042 0568 X | 16468 | Custer | S.H. 73 | LITTLE PANTHER CREEK | 2042 0568 X | 3-35ft. WEATHERING STEEL I-BEAM SPANS | 1965 | 35.55158611 | -99.27578889 | 106.5 | 34 | — | 3 | 0 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16030 BRKEY
16468 NBI No.
16468 On Under
1 Structure No.
2042 0568 X Control No.
042 Lane Ind.
Milepoint
05680 Facility Carried
S.H. 73 Feature Intersected
LITTLE PANTHER CREEK Division
05 County
039 Location
5.7 MI E JCT S.H. 34 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00073 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 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
1965 ADT Total
590 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
106.5 Deck Width
34 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
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
132 HS Inv. Rating Method
1 HS Inv. Method
79 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
944 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16468 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2042 0568 X H Index
73.3193 Latitude
35:33:05.71 Longitude
-99:16:32.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 73 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
16468 Vault Link
http://plansrv1/bridgemaintvault/b16468 GIS FO/SD
Meets Standards H Inv. Method
52 Latitude DD
35.55158611 Longitude DD
-99.27578889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16030 x
-11051330.2673353 y
4239094.44511481 |
|||||||||||||||||||||||||||||||||||||
| 16467 | 4603 0471WX | 16467 | McIntosh | U.S. 69 SB | LOCUST AVENUE UNDER | 4603 0471WX | 30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB | 1965 | 35.28458333 | -95.59331667 | 102.001 | 42.999 | — | 3 | 0 | 2 | 36.499 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16029 BRKEY
16467 NBI No.
16467 On Under
1 Structure No.
4603 0471WX Control No.
003 Lane Ind.
W Milepoint
04710 Facility Carried
U.S. 69 SB Feature Intersected
LOCUST AVENUE UNDER Division
01 County
091 Location
4.7 N PITTSBURG C/L Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
7000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.499 Ref. Underclearance Rt.
H Underclearance Right
7.6 Underclearance Left
6.8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 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
7 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
48.7 HS Inv. Rating Method
1 HS Inv. Method
35.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 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
1402 Min Measured Clearance
1308 NBI Rating
16467 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
3.251 Rt. Curb SW
3.251 Description
30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 0471WX H Index
92.9274 Latitude
35:17:04.5 Longitude
-95:35:35.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0471W NBI Text
16467 Vault Link
http://plansrv1/bridgemaintvault/b16467 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.28458333 Longitude DD
-95.59331667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16029 x
-10641399.3349445 y
4202622.44907213 |
|||||||||||||||||||||||||||||||||||||
| 16466 | 4603 0471EX | 16466 | McIntosh | U.S. 69 NB | LOCUST AVE. UNDER | 4603 0471EX | 30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB | 1965 | 35.28458333 | -95.59302222 | 102.001 | 42.999 | — | 3 | 0 | 2 | 36.6 | 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 | 14 - Other Principal Arterial (Urban) | C | 6750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16028 BRKEY
16466 NBI No.
16466 On Under
1 Structure No.
4603 0471EX Control No.
003 Lane Ind.
E Milepoint
04710 Facility Carried
U.S. 69 NB Feature Intersected
LOCUST AVE. UNDER Division
01 County
091 Location
4.7 N PITTSBURG C/L Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
6750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.6 Ref. Underclearance Rt.
H Underclearance Right
6.8 Underclearance Left
6.6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 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
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
48.7 HS Inv. Rating Method
1 HS Inv. Method
35.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10800 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
1305 Max Measured Clearance
1907 Min Measured Clearance
1901 NBI Rating
16466 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
3.251 Rt. Curb SW
3.251 Description
30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 0471EX H Index
99.1422 Latitude
35:17:04.5 Longitude
-95:35:34.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0471E NBI Text
16466 Vault Link
http://plansrv1/bridgemaintvault/b16466 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.28458333 Longitude DD
-95.59302222 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16028 x
-10641366.5569205 y
4202622.44907213 |
|||||||||||||||||||||||||||||||||||||
| 16465 | 2002 0176NX | 16465 | Custer | I-40 WB | STAFFORD RD. UNDER | 2002 0176NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1965 | 35.47915278 | -99.11678056 | 101.05 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16027 BRKEY
16465 NBI No.
16465 On Under
1 Structure No.
2002 0176NX Control No.
002 Lane Ind.
N Milepoint
01760 Facility Carried
I-40 WB Feature Intersected
STAFFORD RD. UNDER Division
05 County
039 Location
1.8 MI NE WASHITA C/L Sufficiency
88.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
9400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.402 Underclearance Left
7.402 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
101.05 Deck Width
40 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
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15040 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1609 Min Measured Clearance
1410 NBI Rating
16465 ODOT County
20 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
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0176NX H Index
92.353 Latitude
35:28:44.95 Longitude
-99:07:00.41 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16465 Vault Link
http://plansrv1/bridgemaintvault/b16465 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.47915278 Longitude DD
-99.11678056 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16027 x
-11033629.5410078 y
4229188.25156785 |
|||||||||||||||||||||||||||||||||||||
| 16182 | 1649 0844WX | 16182 | Comanche | I-44 SB | CARVER AVE &ABANDN R.R. | 1649 0844WX | 50ft.,2-80ft.,2-60ft.,2-51ft. I-BM. SPANS SK.34 DEG | 1964 | 34.617014 | -98.385789 | 432.087 | 43.999 | — | 7 | 34 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 11050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16013 BRKEY
16182 NBI No.
16182 On Under
1 Structure No.
1649 0844WX Control No.
049 Lane Ind.
W Milepoint
08440 Facility Carried
I-44 SB Feature Intersected
CARVER AVE &ABANDN R.R. Division
07 County
031 Location
4.9 MI.NE.JCT.US281B Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
37.999 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
1964 ADT Total
11050 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
7 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
3.1 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
432.087 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17680 Future ADT Year
2042 Bypass Detour
0.124274 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
2506 Min Measured Clearance
2506 NBI Rating
16182 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,2-80ft.,2-60ft.,2-51ft. I-BM. SPANS SK.34 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0844WX H Index
94.8119 Latitude
34:37:01.25 Longitude
-98:23:08.84 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
129 NBI Text
16182 Vault Link
http://plansrv1/bridgemaintvault/b16182 GIS FO/SD
FO H Inv. Method
29 Latitude DD
34.617014 Longitude DD
-98.385789 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16013 x
-10952255.9327745 y
4111955.91223605 |
|||||||||||||||||||||||||||||||||||||
| 16181 | 6104 0743WX | 16181 | Pittsburg | U.S. 69 | ROCK CREEK | 6104 0743WX | 2-61(3-100ft. CONT) I-BM. SPANS | 1964 | 35.105647 | -95.694897 | 423 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16012 BRKEY
16181 NBI No.
16181 On Under
1 Structure No.
6104 0743WX Control No.
004 Lane Ind.
W Milepoint
07430 Facility Carried
U.S. 69 Feature Intersected
ROCK CREEK Division
02 County
121 Location
7.5 MI N JCT SH 113 Sufficiency
75.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1964 ADT Total
7900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
423 Deck Width
40 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
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16181 ODOT County
61 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-61(3-100ft. CONT) I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0743WX H Index
79.0861 Latitude
35:06:20.33 Longitude
-95:41:41.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
028 NBI Text
16181 Vault Link
http://plansrv1/bridgemaintvault/b16181 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
35.105647 Longitude DD
-95.694897 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16012 x
-10652707.2055548 y
4178247.43369658 |
|||||||||||||||||||||||||||||||||||||
| 16180 | 6104 0743EX | 16180 | Pittsburg | U.S. 69 | ROCK CREEK | 6104 0743EX | 2-61ft.(3-100ft. CONT.) | 1964 | 35.105569 | -95.694619 | 423 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16011 BRKEY
16180 NBI No.
16180 On Under
1 Structure No.
6104 0743EX Control No.
004 Lane Ind.
E Milepoint
07430 Facility Carried
U.S. 69 Feature Intersected
ROCK CREEK Division
02 County
121 Location
7.5 MI N JCT SH 113 Sufficiency
75.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1964 ADT Total
7500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 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
4 - Steel Continuous Design
02 Length
423 Deck Width
40 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
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16180 ODOT County
61 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
2-61ft.(3-100ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0743EX H Index
75.8465 Latitude
35:06:20.05 Longitude
-95:41:40.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
027 NBI Text
16180 Vault Link
http://plansrv1/bridgemaintvault/b16180 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
35.105569 Longitude DD
-95.694619 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16011 x
-10652676.2587363 y
4178236.82009191 |
|||||||||||||||||||||||||||||||||||||
| 16179 | 6104 0307WX | 16179 | Pittsburg | U.S. 69 | COAL CREEK | 6104 0307WX | 2-60.5ft.(100.7ft.-100ft.-100.7ft. CONT.) I-BM SPANS | 1964 | 35.0438 | -95.710917 | 422 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.3 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16010 BRKEY
16179 NBI No.
16179 On Under
1 Structure No.
6104 0307WX Control No.
004 Lane Ind.
W Milepoint
03070 Facility Carried
U.S. 69 Feature Intersected
COAL CREEK Division
02 County
121 Location
3 MI N OF SH 113 Sufficiency
76.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1964 ADT Total
8050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 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
4 - Steel Continuous Design
02 Length
422 Deck Width
40 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
7 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
49 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16179 ODOT County
61 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-60.5ft.(100.7ft.-100ft.-100.7ft. CONT.) I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0307WX H Index
76.0327 Latitude
35:02:37.68 Longitude
-95:42:39.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
024 NBI Text
16179 Vault Link
http://plansrv1/bridgemaintvault/b16179 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
35.0438 Longitude DD
-95.710917 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16010 x
-10654490.5437973 y
4169834.98330692 |
|||||||||||||||||||||||||||||||||||||
| 16178 | 6104 0307EX | 16178 | Pittsburg | U.S. 69 | COAL CREEK | 6104 0307EX | 2-60ft.(100ft.-100ft.-100ft. | 1964 | 35.043756 | -95.710628 | 422 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.3 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16009 BRKEY
16178 NBI No.
16178 On Under
1 Structure No.
6104 0307EX Control No.
004 Lane Ind.
E Milepoint
03070 Facility Carried
U.S. 69 Feature Intersected
COAL CREEK Division
02 County
121 Location
3 MI N JCT SH 113 Sufficiency
76.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1964 ADT Total
8050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
422 Deck Width
40 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
7 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
48.9 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16178 ODOT County
61 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
2-60ft.(100ft.-100ft.-100ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0307EX H Index
80.4147 Latitude
35:02:37.52 Longitude
-95:42:38.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
023 NBI Text
16178 Vault Link
http://plansrv1/bridgemaintvault/b16178 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
35.043756 Longitude DD
-95.710628 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16009 x
-10654458.3724644 y
4169829.00068017 |
|||||||||||||||||||||||||||||||||||||
| 16177 | 1737T0452 X | 16177 | Cotton | BAILEY B TP (I-44) | DEEP RED RUN CREEK | 1737T0460 X | 4-100ft. I-BM SPANS | 1964 | 34.22931389 | -98.46330556 | 404.856 | 75 | — | 4 | 30 | 4 | 72 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Excellent (9) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16008 BRKEY
16177 NBI No.
16177 On Under
1 Structure No.
1737T0452 X Control No.
037 Lane Ind.
Milepoint
04520 Facility Carried
BAILEY B TP (I-44) Feature Intersected
DEEP RED RUN CREEK Division
07 County
033 Location
T P NO.20.28 Sufficiency
92.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
72 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
404.856 Deck Width
75 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
9 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16177 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0460 X H Index
90.5207 Latitude
34:13:45.53 Longitude
-98:27:47.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.28 NBI Text
16177 Vault Link
http://plansrv1/bridgemaintvault/b16177 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.22931389 Longitude DD
-98.46330556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16008 x
-10960885.0367617 y
4059634.99798085 |
|||||||||||||||||||||||||||||||||||||
| 16521 | 5604 0074EX | 16521 | Okmulgee | U.S. 62 | COAL CREEK | 5604 0074EX | (3) 50ft. I-BEAM SK 30° | 1965 | 35.442636 | -95.97 | 153 | 40 | — | 3 | 30 | 2 | 37 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15990 BRKEY
16521 NBI No.
16521 On Under
1 Structure No.
5604 0074EX Control No.
004 Lane Ind.
E Milepoint
00740 Facility Carried
U.S. 62 Feature Intersected
COAL CREEK Division
01 County
111 Location
0.74 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37 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
1965 ADT Total
9300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.115 Span Type Main
M Material
3 - Steel Design
02 Length
153 Deck Width
40 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
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
92.6 HS Inv. Rating Method
3 HS Inv. Method
71.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14880 Future ADT Year
2042 Bypass Detour
0.1 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
16521 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0074EX H Index
82.8675 Latitude
35:26:33.49 Longitude
-95:58:12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62-75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0074E NBI Text
16521 Vault Link
http://plansrv1/bridgemaintvault/b16521 GIS FO/SD
Meets Standards H Inv. Method
71.3 Latitude DD
35.442636 Longitude DD
-95.97 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15990 x
-10683331.5314305 y
4224197.49497327 |
|||||||||||||||||||||||||||||||||||||
| 16520 | 4623T0630 X | 16520 | McIntosh | CO. RD. E1230 | IND. NATION TP UNDER | 4623T0630 X | 34ft.,2-42.5ft.,34ft. PC BM SPANS | 1965 | 35.23183333 | -95.92296111 | 153.871 | 22.999 | — | 4 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.8 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 4860 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15989 BRKEY
16520 NBI No.
16520 On Under
1 Structure No.
4623T0630 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1230 Feature Intersected
IND. NATION TP UNDER Division
01 County
091 Location
14.36 MI'S S. JCT I-40 Sufficiency
66.8 Kind Hwy
4 Level Service
1 Route No.
E1230 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
4860 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
153.871 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46.9 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7776 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1604 Min Measured Clearance
1604 NBI Rating
16520 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.,2-42.5ft.,34ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T0630 X H Index
100 Latitude
35:13:54.6 Longitude
-95:55:22.66 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1230 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.36 NBI Text
16520 Vault Link
http://plansrv1/bridgemaintvault/b16520 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.23183333 Longitude DD
-95.92296111 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15989 x
-10678095.1861482 y
4195431.16891354 |
|||||||||||||||||||||||||||||||||||||
| 16519 | 6134T0300 X | 16519 | Pittsburg | CO. RD. E1460 | IND. NATION TP UNDER | 6134T0300 X | 35ft.,2-42.7ft.,35ft. PC BM SPANS | 1965 | 34.89861111 | -95.82333333 | 157.152 | 22.999 | — | 4 | 5 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 4860 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15988 BRKEY
16519 NBI No.
16519 On Under
1 Structure No.
6134T0300 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1460 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
38.41 MI'S S. JCT I-40 Sufficiency
72.4 Kind Hwy
4 Level Service
1 Route No.
E1460 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
4860 ADT Year
2022 Design Load
H 20 Skew
5 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
157.152 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.769 HS Inv. Rating Method
1 HS Inv. Method
33.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7776 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1604 Min Measured Clearance
1604 NBI Rating
16519 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,2-42.7ft.,35ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0300 X H Index
93.2839 Latitude
34:53:55 Longitude
-95:49:24 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1460 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.41 NBI Text
16519 Vault Link
http://plansrv1/bridgemaintvault/b16519 GIS FO/SD
FO H Inv. Method
26.235 Latitude DD
34.89861111 Longitude DD
-95.82333333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15988 x
-10667004.6724097 y
4150111.32081827 |
|||||||||||||||||||||||||||||||||||||
| 16518 | 6134T0200 X | 16518 | Pittsburg | CO. RD. E1470 | IND. NATION TP UNDER | 6134T0200 X | 35ft.,2-42.7ft.,35ft. PC BM SPANS | 1965 | 34.88388889 | -95.82166667 | 157.152 | 22.999 | — | 4 | 5 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.4 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 4860 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15987 BRKEY
16518 NBI No.
16518 On Under
1 Structure No.
6134T0200 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1470 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
39.41 MI'S S. JCT I-40 Sufficiency
72.4 Kind Hwy
4 Level Service
1 Route No.
E1470 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
4860 ADT Year
2022 Design Load
H 20 Skew
5 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
157.152 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.769 HS Inv. Rating Method
1 HS Inv. Method
33.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7776 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1802 Max Measured Clearance
1806 Min Measured Clearance
1806 NBI Rating
16518 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,2-42.7ft.,35ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0200 X H Index
96.9738 Latitude
34:53:02 Longitude
-95:49:18 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1470 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39.41 NBI Text
16518 Vault Link
http://plansrv1/bridgemaintvault/b16518 GIS FO/SD
FO H Inv. Method
26.235 Latitude DD
34.88388889 Longitude DD
-95.82166667 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15987 x
-10666819.1406672 y
4148113.28176077 |
|||||||||||||||||||||||||||||||||||||
| 16453 | 5154 0147 X | 16453 | Muskogee | U.S. 64 BUS. | COODY CREEK | 5154 0147 X | (13ft.-17ft.-17ft.-13ft.)X15ft.X142ft. RC BOX | 1965 | 35.73146667 | -95.37986667 | 75.131 | 0 | — | 4 | 60 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15979 BRKEY
16453 NBI No.
16453 On Under
1 Structure No.
5154 0147 X Control No.
054 Lane Ind.
Milepoint
01470 Facility Carried
U.S. 64 BUS. Feature Intersected
COODY CREEK Division
01 County
101 Location
1.5 MI S JCT US 62B Sufficiency
74.5 Kind Hwy
3 Level Service
6 Route No.
0064B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
1965 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
75.131 Deck Width
0 Bridge Open Closed
A TSF Rail
N 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14240 Future ADT Year
2042 Bypass Detour
12.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16453 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-17ft.-13ft.)X15ft.X142ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5154 0147 X H Index
67 Latitude
35:43:53.28 Longitude
-95:22:47.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
16453 Vault Link
http://plansrv1/bridgemaintvault/b16453 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.73146667 Longitude DD
-95.37986667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15979 x
-10617638.1896347 y
4263734.23261914 |
|||||||||||||||||||||||||||||||||||||
| 16360 | 0317 2048 X | 16360 | Atoka | S.H. 43 | CREEK | 0317 2048 X | (3) 10ft. X 8ft. X 40ft. LONG RCB | 1965 | 34.54287222 | -95.72106944 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15976 BRKEY
16360 NBI No.
16360 On Under
1 Structure No.
0317 2048 X Control No.
017 Lane Ind.
Milepoint
20480 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
005 Location
20.48 E JCT US-69 Sufficiency
85.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.74 HS Inv. Rating Method
1 HS Inv. Method
25.64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 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
16360 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 8ft. X 40ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 2048 X H Index
66.9993 Latitude
34:32:34.34 Longitude
-95:43:15.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75 NBI Text
16360 Vault Link
http://plansrv1/bridgemaintvault/b16360 GIS FO/SD
Meets Standards H Inv. Method
14.23 Latitude DD
34.54287222 Longitude DD
-95.72106944 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15976 x
-10655620.7082484 y
4101931.52927034 |
|||||||||||||||||||||||||||||||||||||
| 16359 | 6420 1763 X | 16359 | Pushmataha | S.H. 144 (IRR) | BANK CREEK | 6420 1763 X | (3) 10ft. X 10ft. X 144ft. LONG RCB | 1965 | 34.51985 | -95.00681111 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15975 BRKEY
16359 NBI No.
16359 On Under
1 Structure No.
6420 1763 X Control No.
020 Lane Ind.
Milepoint
17630 Facility Carried
S.H. 144 (IRR) Feature Intersected
BANK CREEK Division
02 County
127 Location
17.63 E JCT US-271 Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
26 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
61.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
320 Future ADT Year
2042 Bypass Detour
106.999728 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
16359 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 144ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 1763 X H Index
98.1665 Latitude
34:31:11.46 Longitude
-95:00:24.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
099 NBI Text
16359 Vault Link
http://plansrv1/bridgemaintvault/b16359 GIS FO/SD
Meets Standards H Inv. Method
52.12 Latitude DD
34.51985 Longitude DD
-95.00681111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15975 x
-10576109.8346579 y
4098820.61407069 |