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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| 18292 | 1918 1716 X | 18292 | Creek | S.H. 33 | BROWNS CREEK | 1918 1716 X | 3-45ft. PC BM SPANS | 1972 | 35.986883 | -96.325194 | 137.9 | 42.166 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18540 BRKEY
18292 NBI No.
18292 On Under
1 Structure No.
1918 1716 X Control No.
018 Lane Ind.
Milepoint
17160 Facility Carried
S.H. 33 Feature Intersected
BROWNS CREEK Division
08 County
037 Location
17.2 MI E PAYNE C/L Sufficiency
91.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1972 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.9 Deck Width
42.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
22.990734 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
18292 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1918 1716 X H Index
86.7476 Latitude
35:59:12.78 Longitude
-96:19:30.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18292 Vault Link
http://plansrv1/bridgemaintvault/b18292 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.986883 Longitude DD
-96.325194 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18540 x
-10722871.5466433 y
4298816.64314394 |
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| 18291 | 0501 1432NX | 18291 | Beckham | I-40 | NS-181/HEXT RD. UNDER | 0501 1432NX | 36ft.-57ft.-36ft. CONT. CONC. SLAB SPANS, SK. 35 DEG. L.F. | 1972 | 35.24487222 | -99.75312778 | 130.906 | 40 | — | 3 | 35 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18539 BRKEY
18291 NBI No.
18291 On Under
1 Structure No.
0501 1432NX Control No.
001 Lane Ind.
N Milepoint
14320 Facility Carried
I-40 Feature Intersected
NS-181/HEXT RD. UNDER Division
05 County
009 Location
14.3 MI E TEXAS ST. LINE Sufficiency
94 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
1972 ADT Total
5850 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 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
130.906 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
7 Sub Rating
7 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
63.383 HS Inv. Rating Method
1 HS Inv. Method
37.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9360 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1607 Min Measured Clearance
1508 NBI Rating
18291 ODOT County
05 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
36ft.-57ft.-36ft. CONT. CONC. SLAB SPANS, SK. 35 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1432NX H Index
92.6414 Latitude
35:14:41.54 Longitude
-99:45:11.26 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
18291 Vault Link
http://plansrv1/bridgemaintvault/b18291 GIS FO/SD
FO H Inv. Method
27.448 Latitude DD
35.24487222 Longitude DD
-99.75312778 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18539 x
-11104467.3895059 y
4197208.293925 |
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| 18290 | 0501 1432SX | 18290 | Beckham | I-40 | NS-181/HEXT RD. UNDER | 0501 1432SX | 36ft.-57ft.-36ft. CONT. CONC. SLAB SPANS SK. 35 L.F. | 1972 | 35.24431111 | -99.75313056 | 130.906 | 40 | — | 3 | 35 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | 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 | 5950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18538 BRKEY
18290 NBI No.
18290 On Under
1 Structure No.
0501 1432SX Control No.
001 Lane Ind.
S Milepoint
14320 Facility Carried
I-40 Feature Intersected
NS-181/HEXT RD. UNDER Division
05 County
009 Location
14.3 MI E TEXAS ST. LINE Sufficiency
97 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
1972 ADT Total
5950 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
8.901 Underclearance Left
9.199 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
130.906 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.383 HS Inv. Rating Method
1 HS Inv. Method
37.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1701 Min Measured Clearance
1605 NBI Rating
18290 ODOT County
05 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
36ft.-57ft.-36ft. CONT. CONC. SLAB SPANS SK. 35 L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1432SX H Index
99.5903 Latitude
35:14:39.52 Longitude
-99:45:11.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
18290 Vault Link
http://plansrv1/bridgemaintvault/b18290 GIS FO/SD
Meets Standards H Inv. Method
27.448 Latitude DD
35.24431111 Longitude DD
-99.75313056 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18538 x
-11104467.6989741 y
4197131.81200618 |
|||||||||||||||||||||||||||||||||||||
| 18289 | 3230 1265 X | 18289 | Hughes | S.H. 48 | LITTLE WEWOKA CREEK | 3230 1265 X | 3-45ft. PC BM | 1972 | 35.27813611 | -96.405875 | 137.139 | 34.777 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18537 BRKEY
18289 NBI No.
18289 On Under
1 Structure No.
3230 1265 X Control No.
030 Lane Ind.
Milepoint
12650 Facility Carried
S.H. 48 Feature Intersected
LITTLE WEWOKA CREEK Division
03 County
063 Location
3.2 MI N JCT SH 9 Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
540 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 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
5 - Prestressed Concrete Design
02 Length
137.139 Deck Width
34.777 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18289 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3230 1265 X H Index
94.8439 Latitude
35:16:41.29 Longitude
-96:24:21.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18289 Vault Link
http://plansrv1/bridgemaintvault/b18289 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.27813611 Longitude DD
-96.405875 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18537 x
-10731852.91448 y
4201743.26398027 |
|||||||||||||||||||||||||||||||||||||
| 18288 | 7602 0841 X | 18288 | Woods | U.S. 64 | EAST MOCCASIN CREEK | 7602 0841 X | 3-45ft. PRESTRESSED CONC. BM. SPANS SK. 60 DEG. LF | 1972 | 36.841222 | -99.167133 | 138.123 | 34.6 | — | 3 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18536 BRKEY
18288 NBI No.
18288 On Under
1 Structure No.
7602 0841 X Control No.
002 Lane Ind.
Milepoint
08410 Facility Carried
U.S. 64 Feature Intersected
EAST MOCCASIN CREEK Division
06 County
151 Location
8.9 MI E HARPER CO Sufficiency
90.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1972 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
138.123 Deck Width
34.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.9 HS Inv. Rating Method
1 HS Inv. Method
32.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
67.72946 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
18288 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED CONC. BM. SPANS SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7602 0841 X H Index
96.1166 Latitude
36:50:28.4 Longitude
-99:10:01.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18288 Vault Link
http://plansrv1/bridgemaintvault/b18288 GIS FO/SD
Meets Standards H Inv. Method
25.4 Latitude DD
36.841222 Longitude DD
-99.167133 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18536 x
-11039234.7489888 y
4416998.22944129 |
|||||||||||||||||||||||||||||||||||||
| 18100 | 4607 2235 X | 18100 | McIntosh | CO. RD. 4654C | I-40 UNDER | 4607 2235 X | (2) 107ft. CONTINUOUS PLATE GIRDER | 1971 | 35.45634444 | -95.48698056 | 219.199 | 30 | — | 2 | 0 | 2 | 27.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18529 BRKEY
18100 NBI No.
18100 On Under
1 Structure No.
4607 2235 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 4654C Feature Intersected
I-40 UNDER Division
01 County
091 Location
3.2 E JCT US-69 Sufficiency
85.7 Kind Hwy
4 Level Service
1 Route No.
4654C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1971 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
27.999 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
219.199 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1607 Min Measured Clearance
1602 NBI Rating
18100 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 107ft. CONTINUOUS PLATE GIRDER Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2235 X H Index
99.6 Latitude
35:27:22.84 Longitude
-95:29:13.13 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2235 NBI Text
18100 Vault Link
http://plansrv1/bridgemaintvault/b18100 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
35.45634444 Longitude DD
-95.48698056 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18529 x
-10629562.0533264 y
4226070.7649836 |
|||||||||||||||||||||||||||||||||||||
| 18099 | 5115 0225NX | 18099 | Muskogee | I-40 WB | S.H. 2 UNDER | 5115 0225NX | 105ft.-109ft. CONT. PLAT | 1971 | 35.47715833 | -95.30609444 | 215.879 | 42.9 | — | 2 | 16 | 2 | 40.899 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18528 BRKEY
18099 NBI No.
18099 On Under
1 Structure No.
5115 0225NX Control No.
015 Lane Ind.
N Milepoint
02250 Facility Carried
I-40 WB Feature Intersected
S.H. 2 UNDER Division
01 County
101 Location
2.3 MI E C/L Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.899 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
2 Road Width
40.899 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
215.879 Deck Width
42.9 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1703 Min Measured Clearance
1604 NBI Rating
18099 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft.-109ft. CONT. PLAT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0225NX H Index
64.9304 Latitude
35:28:37.77 Longitude
-95:18:21.94 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18099 Vault Link
http://plansrv1/bridgemaintvault/b18099 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.47715833 Longitude DD
-95.30609444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18528 x
-10609425.9025564 y
4228915.61112839 |
|||||||||||||||||||||||||||||||||||||
| 18098 | 5115 0225SX | 18098 | Muskogee | I-40 EB | S.H. 2 UNDER | 5115 0225SX | 105ft.-109ft. CONT. PLAT | 1971 | 35.47664444 | -95.30653333 | 215.879 | 42.9 | — | 2 | 16 | 2 | 40.899 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18527 BRKEY
18098 NBI No.
18098 On Under
1 Structure No.
5115 0225SX Control No.
015 Lane Ind.
S Milepoint
02250 Facility Carried
I-40 EB Feature Intersected
S.H. 2 UNDER Division
01 County
101 Location
2.3 MI E C/L Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.899 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
2 Road Width
40.899 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
215.879 Deck Width
42.9 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1609 Min Measured Clearance
1604 NBI Rating
18098 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft.-109ft. CONT. PLAT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0225SX H Index
81.8608 Latitude
35:28:35.92 Longitude
-95:18:23.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18098 Vault Link
http://plansrv1/bridgemaintvault/b18098 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.47664444 Longitude DD
-95.30653333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18527 x
-10609474.7595678 y
4228845.36368689 |
|||||||||||||||||||||||||||||||||||||
| 18097 | 7292 0106 X | 18097 | Tulsa | 2ND ST. | I-444 UNDER | 7292 0106 X | 53ft.-71ft.-94ft. STEEL BM VARYING RDY WIDTH SKEW VARIES. | 1971 | 36.15763611 | -95.98068889 | 218.5 | 59 | — | 3 | 26 | 3 | 39 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Good (7) | Excellent (9) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18526 BRKEY
18097 NBI No.
18097 On Under
1 Structure No.
7292 0106 X Control No.
Lane Ind.
Milepoint
Facility Carried
2ND ST. Feature Intersected
I-444 UNDER Division
08 County
143 Location
1.41 MI N SH 51 Sufficiency
78.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
3 - Steel Design
02 Length
218.5 Deck Width
59 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
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1509 Min Measured Clearance
1507 NBI Rating
18097 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
4 Description
53ft.-71ft.-94ft. STEEL BM VARYING RDY WIDTH SKEW VARIES. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0106 X H Index
50.5914 Latitude
36:09:27.49 Longitude
-95:58:50.48 I257A
0 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
2ND ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18097 Vault Link
http://plansrv1/bridgemaintvault/b18097 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
36.15763611 Longitude DD
-95.98068889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18526 x
-10684521.4132224 y
4322333.59275395 |
|||||||||||||||||||||||||||||||||||||
| 18096 | 7292 0095 X | 18096 | Tulsa | UTILITY BRIDGE | I-444 UNDER | 7292 0095 X | 24ft.,2-81ft.,34ft. PLATE | 1971 | 36.156969 | -95.980264 | 217.848 | 10 | — | 4 | 0 | 2 | 38.916 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 46000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18525 BRKEY
18096 NBI No.
18096 On Under
A Structure No.
7292 0095 X Control No.
092 Lane Ind.
Milepoint
00950 Facility Carried
UTILITY BRIDGE Feature Intersected
I-444 UNDER Division
08 County
143 Location
0.9 MI N SH 51 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.916 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
46000 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
4 Road Width
38.916 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.916 Span Type Main
M Material
1 - Concrete Design
02 Length
217.848 Deck Width
10 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
73600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
2105 Min Measured Clearance
1805 NBI Rating
18096 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
24ft.,2-81ft.,34ft. PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0095 X H Index
-1 Latitude
36:09:25.09 Longitude
-95:58:48.95 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-444 SB UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18096 Vault Link
http://plansrv1/bridgemaintvault/b18096 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.156969 Longitude DD
-95.980264 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18525 x
-10684474.114684 y
4322241.61563501 |
|||||||||||||||||||||||||||||||||||||
| 18095 | 5233 1661 X | 18095 | Noble | U.S. 64 / U.S. 412 | I-35 UNDER | 5233 1661 X | 2-100ft. P.C. BM. SPANS W/ SLOPED FACED PARAPET RAILS | 1971 | 36.39995 | -97.32744722 | 202.5 | 50.299 | — | 2 | 0 | 3 | 47.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 2550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18524 BRKEY
18095 NBI No.
18095 On Under
1 Structure No.
5233 1661 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
I-35 UNDER Division
04 County
103 Location
8.6 MI N JCT US 77 Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.3 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1971 ADT Total
2550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
47.3 Ref. Underclearance Rt.
H Underclearance Right
21.998 Underclearance Left
17.598 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.5 Deck Width
50.299 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
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1702 Min Measured Clearance
1607 NBI Rating
18095 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. P.C. BM. SPANS W/ SLOPED FACED PARAPET RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1661 X H Index
89.7386 Latitude
36:23:59.82 Longitude
-97:19:38.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 412 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18095 Vault Link
http://plansrv1/bridgemaintvault/b18095 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.39995 Longitude DD
-97.32744722 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18524 x
-10834441.8647396 y
4355794.34980772 |
|||||||||||||||||||||||||||||||||||||
| 18287 | 1030 0758 X | 18287 | Carter | S.H. 53 | BIG BRANCH CREEK | 1030 0656 X | (3) 45ft. PC BEAM SPANS | 1972 | 34.29209167 | -97.038375 | 137.139 | 34.501 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Satisfactory (6) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18517 BRKEY
18287 NBI No.
18287 On Under
1 Structure No.
1030 0758 X Control No.
030 Lane Ind.
Milepoint
07580 Facility Carried
S.H. 53 Feature Intersected
BIG BRANCH CREEK Division
07 County
019 Location
6.7 MI E JCT US77 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.139 Deck Width
34.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
21.999999 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
18287 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 45ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1030 0656 X H Index
100 Latitude
34:17:31.53 Longitude
-97:02:18.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
069 NBI Text
18287 Vault Link
http://plansrv1/bridgemaintvault/b18287 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.29209167 Longitude DD
-97.038375 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18517 x
-10802262.4924067 y
4068090.55921878 |
|||||||||||||||||||||||||||||||||||||
| 18286 | 0501 0607SX | 18286 | Beckham | I-40 | LITTLE TURKEY CREEK | 0501 0607SX | 40ft.-50ft.-40ft. CONT. I-BEAM SPANS | 1972 | 35.22614722 | -99.89420833 | 131.89 | 40 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 7050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18516 BRKEY
18286 NBI No.
18286 On Under
1 Structure No.
0501 0607SX Control No.
001 Lane Ind.
S Milepoint
06070 Facility Carried
I-40 Feature Intersected
LITTLE TURKEY CREEK Division
05 County
009 Location
6.1 MI E TEXAS ST. LINE Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1972 ADT Total
7050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
131.89 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
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18286 ODOT County
05 Nav. Control
0 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
40ft.-50ft.-40ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 0607SX H Index
98.7342 Latitude
35:13:34.13 Longitude
-99:53:39.15 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
18286 Vault Link
http://plansrv1/bridgemaintvault/b18286 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.22614722 Longitude DD
-99.89420833 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18516 x
-11120172.4044928 y
4194656.27457236 |
|||||||||||||||||||||||||||||||||||||
| 18285 | 0501 0607NX | 18285 | Beckham | I-40 | LITTLE TURKEY CREEK | 0501 0607NX | 40ft.-50ft.-40ft. CONT. I-BEAM SPANS | 1972 | 35.22660833 | -99.89420556 | 131.89 | 40 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18515 BRKEY
18285 NBI No.
18285 On Under
1 Structure No.
0501 0607NX Control No.
001 Lane Ind.
N Milepoint
06070 Facility Carried
I-40 Feature Intersected
LITTLE TURKEY CREEK Division
05 County
009 Location
6.1 MI E TEXAS ST. LINE Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1972 ADT Total
6900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
131.89 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
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18285 ODOT County
05 Nav. Control
0 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
40ft.-50ft.-40ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 0607NX H Index
98.821 Latitude
35:13:35.79 Longitude
-99:53:39.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
18285 Vault Link
http://plansrv1/bridgemaintvault/b18285 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.22660833 Longitude DD
-99.89420556 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18515 x
-11120172.0961378 y
4194719.11191192 |
|||||||||||||||||||||||||||||||||||||
| 18284 | 0317 0456 X | 18284 | Atoka | S.H. 43 | BREAD TOWN CREEK | 0317 0456 X | (3) 45ft. PC BEAM | 1972 | 34.48357222 | -95.98318056 | 137.001 | 33.701 | — | 3 | 0 | 2 | 31.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.8 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 710 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18514 BRKEY
18284 NBI No.
18284 On Under
1 Structure No.
0317 0456 X Control No.
017 Lane Ind.
Milepoint
04560 Facility Carried
S.H. 43 Feature Intersected
BREAD TOWN CREEK Division
02 County
005 Location
4.56 E JCT US-69 Sufficiency
69.8 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
710 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.001 Deck Width
33.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.2 HS Inv. Rating Method
1 HS Inv. Method
22.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1136 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
18284 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.401 Rt. Curb SW
1.401 Description
(3) 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 0456 X H Index
83.2354 Latitude
34:29:00.86 Longitude
-95:58:59.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61 NBI Text
18284 Vault Link
http://plansrv1/bridgemaintvault/b18284 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.48357222 Longitude DD
-95.98318056 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18514 x
-10684798.784658 y
4093920.26376384 |
|||||||||||||||||||||||||||||||||||||
| 18283 | 7302 0257 X | 18283 | Wagoner | U.S. 64 | CONCHARTY CREEK | 7302 0257 X | 3-45ft. PRESTRESSED CONC. BMSPANS | 1972 | 35.880569 | -95.732953 | 137.139 | 45.699 | — | 3 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18513 BRKEY
18283 NBI No.
18283 On Under
1 Structure No.
7302 0257 X Control No.
002 Lane Ind.
Milepoint
02570 Facility Carried
U.S. 64 Feature Intersected
CONCHARTY CREEK Division
01 County
145 Location
2.6 MI E TULSA C/L Sufficiency
80.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 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
1972 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.139 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.5 HS Inv. Rating Method
1 HS Inv. Method
24.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18283 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED CONC. BMSPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7302 0257 X H Index
90.4027 Latitude
35:52:50.05 Longitude
-95:43:58.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18283 Vault Link
http://plansrv1/bridgemaintvault/b18283 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
35.880569 Longitude DD
-95.732953 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18513 x
-10656943.5800964 y
4284200.27008687 |
|||||||||||||||||||||||||||||||||||||
| 18282 | 7292 0066 X | 18282 | Tulsa | U.S. 75 | 6TH ST. UNDER | 7292 0066 X | 33ft.-68ft.-33ft. PLATE GIRDER SPANS | 1972 | 36.152564 | -95.980083 | 135.5 | 142 | — | 3 | 0 | 8 | 65.25 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.6 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 46000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18512 BRKEY
18282 NBI No.
18282 On Under
1 Structure No.
7292 0066 X Control No.
092 Lane Ind.
Milepoint
00660 Facility Carried
U.S. 75 Feature Intersected
6TH ST. UNDER Division
08 County
143 Location
0.6 MI N SH 51 Sufficiency
69.6 Kind Hwy
1 Level Service
1 Route No.
00444 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
65.25 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
46000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
65.25 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
7.166 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
66 Span Type Main
M Material
3 - Steel Design
02 Length
135.5 Deck Width
142 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.1 HS Inv. Rating Method
3 HS Inv. Method
39.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
73600 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1505 Min Measured Clearance
1501 NBI Rating
18282 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-68ft.-33ft. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0066 X H Index
64.3825 Latitude
36:09:09.23 Longitude
-95:58:48.3 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-444 / US 75 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18282 Vault Link
http://plansrv1/bridgemaintvault/b18282 GIS FO/SD
FO H Inv. Method
39.3 Latitude DD
36.152564 Longitude DD
-95.980083 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18512 x
-10684453.9658561 y
4321634.30034183 |
|||||||||||||||||||||||||||||||||||||
| 18094 | 7281 0466 X | 18094 | Tulsa | E. 36TH N. ST. | U.S. 169 UNDER | 7281 0466 X | 2-100ft. PRESTRESSED C | 1971 | 36.205833 | -95.851389 | 200.33 | 117 | — | 2 | 0 | 6 | 113.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18505 BRKEY
18094 NBI No.
18094 On Under
1 Structure No.
7281 0466 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 36TH N. ST. Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
4.8 MI N JCT I-44 Sufficiency
97.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
113.999 Ref. Underclearance Rt.
H Underclearance Right
22.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.33 Deck Width
117 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1607 Min Measured Clearance
1602 NBI Rating
18094 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PRESTRESSED C Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0466 X H Index
83.3886 Latitude
36:12:21 Longitude
-95:51:05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
E. 36TH N. ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18094 Vault Link
http://plansrv1/bridgemaintvault/b18094 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.205833 Longitude DD
-95.851389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18505 x
-10670127.815308 y
4328980.76268256 |
|||||||||||||||||||||||||||||||||||||
| 18093 | 0703 0445 X | 18093 | Bryan | UNIVERSITY AVE | U.S. 69 UNDER | 0703 0445 X | (2) 104ft. CONTINUOUS PLATE GIRDER SK 29° | 1971 | 34.00472222 | -96.4 | 207.999 | 45.4 | — | 2 | 29 | 3 | 42.7 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18504 BRKEY
18093 NBI No.
18093 On Under
1 Structure No.
0703 0445 X Control No.
Lane Ind.
Milepoint
Facility Carried
UNIVERSITY AVE Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
4.45 N JCT US-69 BUS Sufficiency
86 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.7 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
1971 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
29 No. Main Spans
2 Road Width
42.7 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
207.999 Deck Width
45.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1607 Min Measured Clearance
1601 NBI Rating
18093 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 104ft. CONTINUOUS PLATE GIRDER SK 29° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0445 X H Index
79.0205 Latitude
34:00:17 Longitude
-96:24:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
UNIVERSITY AVE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
017 NBI Text
18093 Vault Link
http://plansrv1/bridgemaintvault/b18093 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.00472222 Longitude DD
-96.4 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
18504 x
-10731198.9124716 y
4029436.12253243 |
|||||||||||||||||||||||||||||||||||||
| 18092 | 7209 0340 XR | 18092 | Tulsa | RAMP E-S | I-244 UNDER | 7209 0340 X | 104ft.,100ft.CONPLTGRDR | 1971 | 36.12759444 | -96.00849167 | 205.052 | 26.247 | — | 2 | 0 | 1 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18503 BRKEY
18092 NBI No.
18092 On Under
1 Structure No.
7209 0340 XR Control No.
Lane Ind.
Milepoint
Facility Carried
RAMP E-S Feature Intersected
I-244 UNDER Division
08 County
143 Location
3.4 MI N I-44 Sufficiency
91.9 Kind Hwy
5 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
5.65 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
32.999 Span Type Main
M Material
3 - Steel Design
02 Length
205.052 Deck Width
26.247 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.5 HS Inv. Rating Method
1 HS Inv. Method
48.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1711 Min Measured Clearance
1602 NBI Rating
18092 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
104ft.,100ft.CONPLTGRDR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0340 X H Index
88.9153 Latitude
36:07:39.34 Longitude
-96:00:30.57 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
RAMP E-S Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18092 Vault Link
http://plansrv1/bridgemaintvault/b18092 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.12759444 Longitude DD
-96.00849167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18503 x
-10687616.4045346 y
4318192.40327347 |
|||||||||||||||||||||||||||||||||||||
| 18091 | 7294 0036 X | 18091 | Tulsa | UTILITY BRIDGE | U.S. 64 / US 75 / SH 51 | 7294 0036 X | 95ft.-100ft.-95ft. CONT. REINF. CONC. ft.Uft. GIRDER SPANS | 1971 | 36.145264 | -95.999722 | 290.026 | 8.858 | — | 3 | 0 | 1 | 16.001 | 2 - Concrete Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 47200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18502 BRKEY
18091 NBI No.
18091 On Under
A Structure No.
7294 0036 X Control No.
094 Lane Ind.
Milepoint
00360 Facility Carried
UTILITY BRIDGE Feature Intersected
U.S. 64 / US 75 / SH 51 Division
08 County
143 Location
0.2 MI E JCT I-244 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00444 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
16.001 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
47200 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
3 Road Width
16.001 Ref. Underclearance Rt.
H Underclearance Right
10.171 Underclearance Left
9.514 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
16.001 Span Type Main
M Material
2 - Concrete Continuous Design
03 Length
290.026 Deck Width
8.858 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
_ HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
75520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1702 Min Measured Clearance
1700 NBI Rating
18091 ODOT County
72 Nav. Control
_ 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
95ft.-100ft.-95ft. CONT. REINF. CONC. ft.Uft. GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7294 0036 X H Index
-1 Latitude
36:08:42.95 Longitude
-95:59:59 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S64/US75/SH51 WB TO I 244 WB Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18091 Vault Link
http://plansrv1/bridgemaintvault/b18091 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.145264 Longitude DD
-95.999722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18502 x
-10686640.1693358 y
4320627.92785525 |
|||||||||||||||||||||||||||||||||||||
| 18089 | 7209 0557EX | 18089 | Tulsa | I-244 | BIKE PATH UNDER | 7209 0557EX | 57ft.,73ft.,57ft.CONPLTGRD | 1971 | 36.157875 | -96.00065278 | 189.961 | 39.698 | — | 3 | 52 | 2 | 38.058 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18500 BRKEY
18089 NBI No.
18089 On Under
1 Structure No.
7209 0557EX Control No.
009 Lane Ind.
E Milepoint
05570 Facility Carried
I-244 Feature Intersected
BIKE PATH UNDER Division
08 County
143 Location
5.5 MI N I-44 Sufficiency
90.8 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
3 Vertical Clearance
_ Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
29500 ADT Year
2022 Design Load
HS 20 Skew
52 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
189.961 Deck Width
39.698 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
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.5 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
NA Max Measured Clearance
NA Min Measured Clearance
NA NBI Rating
18089 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
57ft.,73ft.,57ft.CONPLTGRD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0557EX H Index
93.2348 Latitude
36:09:28.35 Longitude
-96:00:02.35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18089 Vault Link
http://plansrv1/bridgemaintvault/b18089 GIS FO/SD
Meets Standards H Inv. Method
24.1 Latitude DD
36.157875 Longitude DD
-96.00065278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18500 x
-10686743.7832915 y
4322366.52966224 |
|||||||||||||||||||||||||||||||||||||
| 18364 | 7209 0512 XR | 18364 | Tulsa | 2ND ST. RAMP | I-244 & BNSF R.R. UNDER | 7209 0512 X | 45ft.(112ft.-92ft. CONT.) | 1972 | 36.15109444 | -96.00188611 | 1061.024 | 24.8 | — | 11 | 0 | 1 | 22.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.3 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18496 BRKEY
18364 NBI No.
18364 On Under
1 Structure No.
7209 0512 XR Control No.
Lane Ind.
Milepoint
Facility Carried
2ND ST. RAMP Feature Intersected
I-244 & BNSF R.R. UNDER Division
08 County
143 Location
5.1 MI N I-44 Sufficiency
77.3 Kind Hwy
5 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
57.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
22.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1061.024 Deck Width
24.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
49.2 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
2101 Min Measured Clearance
1508 NBI Rating
18364 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.(112ft.-92ft. CONT.) Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0512 X H Index
64.1619 Latitude
36:09:03.94 Longitude
-96:00:06.79 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
2ND ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
04 NBI Text
18364 Vault Link
http://plansrv1/bridgemaintvault/b18364 GIS FO/SD
FOSD H Inv. Method
16.6 Latitude DD
36.15109444 Longitude DD
-96.00188611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18496 x
-10686881.076959 y
4321431.7003797 |
|||||||||||||||||||||||||||||||||||||
| 18363 | 0501 1171NX | 18363 | Beckham | I-40 WB | I-40BUS./FARMRAIL (FMRC | 0501 1171NX | (2-82ft.,35ft. CONT.) 14 | 1972 | 35.230211 | -99.7958 | 600 | 40 | — | 3 | 56 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18495 BRKEY
18363 NBI No.
18363 On Under
1 Structure No.
0501 1171NX Control No.
001 Lane Ind.
N Milepoint
11710 Facility Carried
I-40 WB Feature Intersected
I-40BUS./FARMRAIL (FMRC Division
05 County
009 Location
11.7 MI.E. TEXAS ST. LINE Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
38 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
1972 ADT Total
6250 ADT Year
2022 Design Load
HS 20 Skew
56 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
27.7 Underclearance Left
28 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
600 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10000 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1804 Max Measured Clearance
2409 Min Measured Clearance
2306 NBI Rating
18363 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2-82ft.,35ft. CONT.) 14 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1171NX H Index
95.5648 Latitude
35:13:48.76 Longitude
-99:47:44.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18363 Vault Link
http://plansrv1/bridgemaintvault/b18363 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
35.230211 Longitude DD
-99.7958 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18495 x
-11109217.6393074 y
4195210.07473491 |
|||||||||||||||||||||||||||||||||||||
| 18362 | 0501 1171SX | 18362 | Beckham | I-40 EB | I-40BUS./FARMRAIL (FMRC | 0501 1171SX | (2-82ft.,35ft. CONT.) 14 | 1972 | 35.229731 | -99.796669 | 600 | 48 | — | 3 | 56 | 3 | 46 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18494 BRKEY
18362 NBI No.
18362 On Under
1 Structure No.
0501 1171SX Control No.
001 Lane Ind.
S Milepoint
11710 Facility Carried
I-40 EB Feature Intersected
I-40BUS./FARMRAIL (FMRC Division
05 County
009 Location
11.7 MI.E. TEXAS ST. LINE Sufficiency
89.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
46 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
1972 ADT Total
6150 ADT Year
2022 Design Load
HS 20 Skew
56 No. Main Spans
3 Road Width
46 Ref. Underclearance Rt.
R Underclearance Right
18 Underclearance Left
21.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
600 Deck Width
48 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
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9840 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2204 Max Measured Clearance
2310 Min Measured Clearance
2207 NBI Rating
18362 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2-82ft.,35ft. CONT.) 14 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1171SX H Index
96.3084 Latitude
35:13:47.03 Longitude
-99:47:48.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18362 Vault Link
http://plansrv1/bridgemaintvault/b18362 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
35.229731 Longitude DD
-99.796669 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18494 x
-11109314.3759449 y
4195144.66028117 |
|||||||||||||||||||||||||||||||||||||
| 18281 | 1110 1884 X | 18281 | Cherokee | S.H. 10 | BLACK FOX CREEK | 1110 1884 X | 3-40ft. PRESTRESSED CONC. BM. SPANS SK.60 DEG. | 1972 | 36.123175 | -94.80706389 | 122.999 | 35 | — | 3 | 34 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Fair (5) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18493 BRKEY
18281 NBI No.
18281 On Under
1 Structure No.
1110 1884 X Control No.
010 Lane Ind.
Milepoint
18840 Facility Carried
S.H. 10 Feature Intersected
BLACK FOX CREEK Division
01 County
021 Location
19.4 MI N US62 Sufficiency
79 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.999 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
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 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
38 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18281 ODOT County
11 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
3-40ft. PRESTRESSED CONC. BM. SPANS SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 1884 X H Index
99.743 Latitude
36:07:23.43 Longitude
-94:48:25.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
18281 Vault Link
http://plansrv1/bridgemaintvault/b18281 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.123175 Longitude DD
-94.80706389 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18493 x
-10553874.0758401 y
4317583.32528442 |
|||||||||||||||||||||||||||||||||||||
| 18280 | 1512 1248 X | 18280 | Coal | S.H. 31 | SALT CREEK | 1512 1248 X | 3-40ft. PC BM | 1972 | 34.68241389 | -96.14522778 | 123.031 | 35 | — | 3 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.5 | Fair (5) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18492 BRKEY
18280 NBI No.
18280 On Under
1 Structure No.
1512 1248 X Control No.
012 Lane Ind.
Milepoint
12480 Facility Carried
S.H. 31 Feature Intersected
SALT CREEK Division
03 County
029 Location
12.4 MI NE US75 Sufficiency
85.5 Kind Hwy
3 Level Service
1 Route No.
00031 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
1972 ADT Total
550 ADT Year
2022 Design Load
HS 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
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
123.031 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
820 Future ADT Year
2042 Bypass Detour
42.253241 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
18280 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1512 1248 X H Index
90.9373 Latitude
34:40:56.69 Longitude
-96:08:42.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18280 Vault Link
http://plansrv1/bridgemaintvault/b18280 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.68241389 Longitude DD
-96.14522778 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18492 x
-10702837.7986729 y
4120805.77793667 |
|||||||||||||||||||||||||||||||||||||
| 18279 | 0204 0821 X | 18279 | Alfalfa | U.S. 64 | WEST CLAY CREEK | 0204 0821 X | 3-40ft. IBM SP.S | 1972 | 36.68122222 | -98.36036944 | 123.031 | 46.26 | — | 3 | 30 | 2 | 44.111 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18491 BRKEY
18279 NBI No.
18279 On Under
1 Structure No.
0204 0821 X Control No.
004 Lane Ind.
Milepoint
08210 Facility Carried
U.S. 64 Feature Intersected
WEST CLAY CREEK Division
06 County
003 Location
1.1 MI.N.JCT.SH8 Sufficiency
90.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.101 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
1972 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
44.111 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
123.031 Deck Width
46.26 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
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18279 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. IBM SP.S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0204 0821 X H Index
94.0808 Latitude
36:40:52.4 Longitude
-98:21:37.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18279 Vault Link
http://plansrv1/bridgemaintvault/b18279 GIS FO/SD
Meets Standards H Inv. Method
14.5 Latitude DD
36.68122222 Longitude DD
-98.36036944 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18491 x
-10949426.2402991 y
4394765.9333389 |
|||||||||||||||||||||||||||||||||||||
| 18278 | 6622 0572 X | 18278 | Rogers | S.H. 88 | OTTER CREEK | 6622 0572 X | 3-40ft. PCBM SPANS | 1972 | 36.24220278 | -95.55611111 | 122.5 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18490 BRKEY
18278 NBI No.
18278 On Under
1 Structure No.
6622 0572 X Control No.
022 Lane Ind.
Milepoint
05720 Facility Carried
S.H. 88 Feature Intersected
OTTER CREEK Division
08 County
131 Location
5.7 MI N JCT US 412 Sufficiency
80.8 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.5 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.8 HS Inv. Rating Method
3 HS Inv. Method
46.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5760 Future ADT Year
2042 Bypass Detour
26.09759 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
18278 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6622 0572 X H Index
98.859 Latitude
36:14:31.93 Longitude
-95:33:22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 88 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
18278 Vault Link
http://plansrv1/bridgemaintvault/b18278 GIS FO/SD
Meets Standards H Inv. Method
46.7 Latitude DD
36.24220278 Longitude DD
-95.55611111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18490 x
-10637257.6309507 y
4333999.48336078 |
|||||||||||||||||||||||||||||||||||||
| 18277 | 7209 0538WX | 18277 | Tulsa | I-244 | ARCHER ST. UNDER | 7209 0538WX | 35ft.,51ft.,35ft.CONTCONC | 1972 | 36.1547 | -96.00161667 | 122.047 | 72.001 | — | 3 | 0 | 4 | 68.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18489 BRKEY
18277 NBI No.
18277 On Under
1 Structure No.
7209 0538WX Control No.
009 Lane Ind.
W Milepoint
05380 Facility Carried
I-244 Feature Intersected
ARCHER ST. UNDER Division
08 County
143 Location
5.3 MI N I-44 Sufficiency
91.2 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.999 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
1972 ADT Total
29500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
122.047 Deck Width
72.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.9 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1503 Max Measured Clearance
1605 Min Measured Clearance
1507 NBI Rating
18277 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,51ft.,35ft.CONTCONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0538WX H Index
96.365 Latitude
36:09:16.92 Longitude
-96:00:05.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18277 Vault Link
http://plansrv1/bridgemaintvault/b18277 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.1547 Longitude DD
-96.00161667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18489 x
-10686851.0830354 y
4321928.78540381 |
|||||||||||||||||||||||||||||||||||||
| 18276 | 7209 0538EX | 18276 | Tulsa | I-244 | ARCHER ST. UNDER | 7209 0538EX | 36ft.,51ft.,36ft.CONTCONC | 1972 | 36.1547 | -96.001025 | 124.016 | 69.882 | — | 3 | 9 | 3 | 66.929 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18488 BRKEY
18276 NBI No.
18276 On Under
1 Structure No.
7209 0538EX Control No.
009 Lane Ind.
E Milepoint
05380 Facility Carried
I-244 Feature Intersected
ARCHER ST. UNDER Division
08 County
143 Location
5.3 MI N I-44 Sufficiency
94.2 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.929 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
29500 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
3 Road Width
66.929 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
124.016 Deck Width
69.882 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.4 HS Inv. Rating Method
1 HS Inv. Method
32.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47200 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
_ Existing Posting
1503 Max Measured Clearance
1705 Min Measured Clearance
1609 NBI Rating
18276 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,51ft.,36ft.CONTCONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0538EX H Index
91.171 Latitude
36:09:16.92 Longitude
-96:00:03.69 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18276 Vault Link
http://plansrv1/bridgemaintvault/b18276 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
36.1547 Longitude DD
-96.001025 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18488 x
-10686785.2186323 y
4321928.78540381 |
|||||||||||||||||||||||||||||||||||||
| 18178 | 5702 1240 X | 18178 | Osage | U.S. 60 | CREEK | 5702 1240 X | 2-10ft. X 6ft. X 114ft. R. | 1972 | 36.69488056 | -96.85007222 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18485 BRKEY
18178 NBI No.
18178 On Under
1 Structure No.
5702 1240 X Control No.
002 Lane Ind.
Milepoint
12400 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
12.4 MI. E. KAY CL Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
2600 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
2 Fill RCB
7 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.1 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
31.689931 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
18178 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 114ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5702 1240 X H Index
99.2826 Latitude
36:41:41.57 Longitude
-96:51:00.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18178 Vault Link
http://plansrv1/bridgemaintvault/b18178 GIS FO/SD
Meets Standards H Inv. Method
26.2 Latitude DD
36.69488056 Longitude DD
-96.85007222 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18485 x
-10781300.7228222 y
4396661.97894808 |
|||||||||||||||||||||||||||||||||||||
| 18177 | 5702 1020 X | 18177 | Osage | U.S. 60 | CREEK | 5702 1020 X | 2-10ft. X 8ft. X 96ft. R.C. BOX | 1972 | 36.68776111 | -96.88894167 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18484 BRKEY
18177 NBI No.
18177 On Under
1 Structure No.
5702 1020 X Control No.
002 Lane Ind.
Milepoint
10200 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
10.2 MI E KAY C/L Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
2600 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
2 Fill RCB
8 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
162 HS Inv. Rating Method
1 HS Inv. Method
97.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
31.689931 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
18177 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 96ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5702 1020 X H Index
100 Latitude
36:41:15.94 Longitude
-96:53:20.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18177 Vault Link
http://plansrv1/bridgemaintvault/b18177 GIS FO/SD
Meets Standards H Inv. Method
64.6 Latitude DD
36.68776111 Longitude DD
-96.88894167 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18484 x
-10785627.6502036 y
4395673.61756551 |
|||||||||||||||||||||||||||||||||||||
| 18176 | 5571 0828 X | 18176 | Oklahoma | I-240 | CRUTCHO CREEK | 5571 0828 X | 2-10ft.X 12ft.X 157ft. R.C.BOX SK. 65 DEG. | 1972 | 35.39106667 | -97.42915278 | 25 | 0 | — | 2 | 25 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 47800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18483 BRKEY
18176 NBI No.
18176 On Under
1 Structure No.
5571 0828 X Control No.
071 Lane Ind.
Milepoint
08280 Facility Carried
I-240 Feature Intersected
CRUTCHO CREEK Division
04 County
109 Location
3.7 MI E OF JCT I35 Sufficiency
82.7 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
79.997 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
47800 ADT Year
2022 Design Load
HS 20 Skew
25 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
3 Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
25 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
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
58 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
76480 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18176 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 157ft. R.C.BOX SK. 65 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0828 X H Index
95.4598 Latitude
35:23:27.84 Longitude
-97:25:44.95 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-240 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18176 Vault Link
http://plansrv1/bridgemaintvault/b18176 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
35.39106667 Longitude DD
-97.42915278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18483 x
-10845763.6758897 y
4217153.35740853 |
|||||||||||||||||||||||||||||||||||||
| 18175 | 0317 0732 X | 18175 | Atoka | S.H. 43 | BARNES CREEK EAST | 0317 0732 X | (2) 10ft. X 7ft. X 43ft. LONG RCB | 1972 | 34.49255833 | -95.93712222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 710 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18482 BRKEY
18175 NBI No.
18175 On Under
1 Structure No.
0317 0732 X Control No.
017 Lane Ind.
Milepoint
07320 Facility Carried
S.H. 43 Feature Intersected
BARNES CREEK EAST Division
02 County
005 Location
7.32 E JCT US-69 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
710 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
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.2 HS Inv. Rating Method
1 HS Inv. Method
40.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1136 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
18175 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
(2) 10ft. X 7ft. X 43ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 0732 X H Index
66.9993 Latitude
34:29:33.21 Longitude
-95:56:13.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64 NBI Text
18175 Vault Link
http://plansrv1/bridgemaintvault/b18175 GIS FO/SD
Meets Standards H Inv. Method
22.4 Latitude DD
34.49255833 Longitude DD
-95.93712222 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18482 x
-10679671.5937025 y
4095133.89589869 |
|||||||||||||||||||||||||||||||||||||
| 18088 | 7292 0101 X | 18088 | Tulsa | UP R.R. | I-444 UNDER | 7292 0101 X | 54ft.-40ft.-28ft.-70ft. PLAT | 1971 | 36.15738333 | -95.98008611 | 191.929 | 8.999 | — | 4 | 0 | 2 | 41.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | H | 46000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18481 BRKEY
18088 NBI No.
18088 On Under
A Structure No.
7292 0101 X Control No.
092 Lane Ind.
Milepoint
01010 Facility Carried
UP R.R. Feature Intersected
I-444 UNDER Division
08 County
143 Location
1.0 MI N SH 51 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00444 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
46000 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
4 Road Width
41.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
3 - Steel Design
02 Length
191.929 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
73600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1605 Min Measured Clearance
1604 NBI Rating
18088 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-40ft.-28ft.-70ft. PLAT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0101 X H Index
-1 Latitude
36:09:26.58 Longitude
-95:58:48.31 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-444 SB UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18088 Vault Link
http://plansrv1/bridgemaintvault/b18088 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.15738333 Longitude DD
-95.98008611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18481 x
-10684454.3120597 y
4322298.74087411 |
|||||||||||||||||||||||||||||||||||||
| 18087 | 7508 2077 X | 18087 | Washita | S.H. 152 | CAVALRY CREEK | 7508 2077 X | 3-60ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F. | 1971 | 35.29121944 | -98.99711111 | 180.118 | 47.001 | — | 3 | 30 | 2 | 44.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18480 BRKEY
18087 NBI No.
18087 On Under
1 Structure No.
7508 2077 X Control No.
008 Lane Ind.
Milepoint
20770 Facility Carried
S.H. 152 Feature Intersected
CAVALRY CREEK Division
05 County
149 Location
0.5 MI W JCT U.S. 183 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1971 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.118 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.4 HS Inv. Rating Method
3 HS Inv. Method
37.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18087 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7508 2077 X H Index
81.1821 Latitude
35:17:28.39 Longitude
-98:59:49.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18087 Vault Link
http://plansrv1/bridgemaintvault/b18087 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.29121944 Longitude DD
-98.99711111 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18480 x
-11020307.9987703 y
4203527.46555647 |
|||||||||||||||||||||||||||||||||||||
| 18086 | 5115 0569SX | 18086 | Muskogee | I-40 EB | GEORGE FORK CREEK | 5115 0569SX | 3-60ft. PRESTRESSED CO | 1971 | 35.48226389 | -95.24655833 | 181.102 | 40 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18479 BRKEY
18086 NBI No.
18086 On Under
1 Structure No.
5115 0569SX Control No.
015 Lane Ind.
S Milepoint
05690 Facility Carried
I-40 EB Feature Intersected
GEORGE FORK CREEK Division
01 County
101 Location
5.7 MI E C/L Sufficiency
80.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 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
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
181.102 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18086 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0569SX H Index
97.7391 Latitude
35:28:56.15 Longitude
-95:14:47.61 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 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
18086 Vault Link
http://plansrv1/bridgemaintvault/b18086 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.48226389 Longitude DD
-95.24655833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18479 x
-10602798.3731074 y
4229613.55244492 |
|||||||||||||||||||||||||||||||||||||
| 18085 | 5115 0569NX | 18085 | Muskogee | I-40 WB | GEORGE FORK CREEK | 5115 0569NX | 3-60ft. PRESTRESSED CO | 1971 | 35.48265833 | -95.24595278 | 181.102 | 40 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18478 BRKEY
18085 NBI No.
18085 On Under
1 Structure No.
5115 0569NX Control No.
015 Lane Ind.
N Milepoint
05690 Facility Carried
I-40 WB Feature Intersected
GEORGE FORK CREEK Division
01 County
101 Location
5.7 MI E C/L Sufficiency
80.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 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
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
6600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
181.102 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18085 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0569NX H Index
96.9199 Latitude
35:28:57.57 Longitude
-95:14:45.43 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 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
18085 Vault Link
http://plansrv1/bridgemaintvault/b18085 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.48265833 Longitude DD
-95.24595278 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18478 x
-10602730.9635898 y
4229667.47510789 |
|||||||||||||||||||||||||||||||||||||
| 18084 | 7286 0164 X | 18084 | Tulsa | 209TH W.AVE.CO. RD | U.S. 64 UNDER | 7286 0164 X | (87ft.-97ft. CONT.) PLAT | 1971 | 36.15102778 | -96.22616111 | 185.5 | 45.75 | — | 2 | 0 | 2 | 42.75 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18477 BRKEY
18084 NBI No.
18084 On Under
1 Structure No.
7286 0164 X Control No.
Lane Ind.
Milepoint
Facility Carried
209TH W.AVE.CO. RD Feature Intersected
U.S. 64 UNDER Division
08 County
143 Location
1.6 MI SE C/L Sufficiency
98.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.75 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
1971 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
42.75 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.75 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
185.5 Deck Width
45.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.2 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1702 Min Measured Clearance
1611 NBI Rating
18084 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(87ft.-97ft. CONT.) PLAT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0164 X H Index
85.7919 Latitude
36:09:03.7 Longitude
-96:13:34.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18084 Vault Link
http://plansrv1/bridgemaintvault/b18084 GIS FO/SD
Meets Standards H Inv. Method
18.4 Latitude DD
36.15102778 Longitude DD
-96.22616111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18477 x
-10711847.2557567 y
4321422.51043087 |
|||||||||||||||||||||||||||||||||||||
| 18275 | 2614 0358 X | 18275 | Grady | U.S. 277 | EAST BILL CREEK | 2614 0358 X | 5-25ft. CONC. SLAB SPANS | 1972 | 34.940025 | -98.03379722 | 125 | 34.701 | — | 5 | 0 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.1 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18469 BRKEY
18275 NBI No.
18275 On Under
1 Structure No.
2614 0358 X Control No.
014 Lane Ind.
Milepoint
03580 Facility Carried
U.S. 277 Feature Intersected
EAST BILL CREEK Division
07 County
051 Location
3.6 MI E CADDO CO Sufficiency
81.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
34.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18275 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2614 0358 X H Index
96.0638 Latitude
34:56:24.09 Longitude
-98:02:01.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
5 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46-26 NBI Text
18275 Vault Link
http://plansrv1/bridgemaintvault/b18275 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.940025 Longitude DD
-98.03379722 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18469 x
-10913072.3870614 y
4155733.76508769 |
|||||||||||||||||||||||||||||||||||||
| 18273 | 2612 1644 X | 18273 | Grady | U.S. 81 | BUGGY CREEK | 2612 1644 X | 3-36ft. P.C.B. SPANS | 1972 | 35.29506667 | -97.95379444 | 109.902 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.3 | Satisfactory (6) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18467 BRKEY
18273 NBI No.
18273 On Under
1 Structure No.
2612 1644 X Control No.
012 Lane Ind.
Milepoint
16440 Facility Carried
U.S. 81 Feature Intersected
BUGGY CREEK Division
07 County
051 Location
16.5 MI N US62 Sufficiency
84.3 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
109.902 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18273 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-36ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612 1644 X H Index
94.9284 Latitude
35:17:42.24 Longitude
-97:57:13.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40-26 NBI Text
18273 Vault Link
http://plansrv1/bridgemaintvault/b18273 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.29506667 Longitude DD
-97.95379444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18467 x
-10904166.5183298 y
4204052.17536796 |
|||||||||||||||||||||||||||||||||||||
| 18272 | 5571 1361SX | 18272 | Oklahoma | I-240 EB | WESTMINISTER RD. UNDER | 5571 1361SX | 33ft.-65ft.-33ft. I-BM. SPANS SK.73 DEG.48ft.15ft. | 1972 | 35.393075 | -97.33572778 | 131.001 | 39.8 | — | 3 | 17 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18466 BRKEY
18272 NBI No.
18272 On Under
1 Structure No.
5571 1361SX Control No.
071 Lane Ind.
S Milepoint
13610 Facility Carried
I-240 EB Feature Intersected
WESTMINISTER RD. UNDER Division
04 County
109 Location
9.1 MI E OF JCT I35 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
9850 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
14.4 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
131.001 Deck Width
39.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15760 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1701 Min Measured Clearance
1700 NBI Rating
18272 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-65ft.-33ft. I-BM. SPANS SK.73 DEG.48ft.15ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 1361SX H Index
96.8434 Latitude
35:23:35.07 Longitude
-97:20:08.62 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-240 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18272 Vault Link
http://plansrv1/bridgemaintvault/b18272 GIS FO/SD
Meets Standards H Inv. Method
33.5 Latitude DD
35.393075 Longitude DD
-97.33572778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18466 x
-10835363.6524623 y
4217427.60187792 |
|||||||||||||||||||||||||||||||||||||
| 18271 | 5571 1361NX | 18271 | Oklahoma | I-240 WB | WESTMINISTER RD. UNDER | 5571 1361NX | 33ft.-65ft.-33 I-BM. SPANS SK.73 DEG.48ft.15ft. | 1972 | 35.39348889 | -97.33573333 | 131.001 | 39.8 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18465 BRKEY
18271 NBI No.
18271 On Under
1 Structure No.
5571 1361NX Control No.
071 Lane Ind.
N Milepoint
13610 Facility Carried
I-240 WB Feature Intersected
WESTMINISTER RD. UNDER Division
04 County
109 Location
9.1 MI E OF JCT I35 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
9750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
14.4 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
131.001 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.028 HS Inv. Rating Method
1 HS Inv. Method
47.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1504 Min Measured Clearance
1503 NBI Rating
18271 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-65ft.-33 I-BM. SPANS SK.73 DEG.48ft.15ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 1361NX H Index
96.4549 Latitude
35:23:36.56 Longitude
-97:20:08.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-240 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18271 Vault Link
http://plansrv1/bridgemaintvault/b18271 GIS FO/SD
Meets Standards H Inv. Method
33.51 Latitude DD
35.39348889 Longitude DD
-97.33573333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18465 x
-10835364.2702855 y
4217484.12085044 |
|||||||||||||||||||||||||||||||||||||
| 18270 | 0501 0506SX | 18270 | Beckham | I-40 | NS-172/HONEY RD. UNDER | 0501 0506SX | 32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS | 1972 | 35.226208 | -99.912114 | 111.877 | 40 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | 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 | 7050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18464 BRKEY
18270 NBI No.
18270 On Under
1 Structure No.
0501 0506SX Control No.
001 Lane Ind.
S Milepoint
05060 Facility Carried
I-40 Feature Intersected
NS-172/HONEY RD. UNDER Division
05 County
009 Location
5.1 MI E TEXAS ST. LINE Sufficiency
98 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
1972 ADT Total
7050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
7.999 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
111.877 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
120 HS Inv. Rating Method
1 HS Inv. Method
72 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11280 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1706 Min Measured Clearance
1611 NBI Rating
18270 ODOT County
05 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.-46ft.-32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 0506SX H Index
99.5997 Latitude
35:13:34.35 Longitude
-99:54:43.61 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
18270 Vault Link
http://plansrv1/bridgemaintvault/b18270 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
35.226208 Longitude DD
-99.912114 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18464 x
-11122165.6545595 y
4194664.55729032 |
|||||||||||||||||||||||||||||||||||||
| 18174 | 0317 0719 X | 18174 | Atoka | S.H. 43 | BARNES CREEK WEST | 0317 0719 X | (2) 10ft. X 8ft. X 51ft. RRCB SK 30° | 1972 | 34.49227222 | -95.93856389 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 710 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18463 BRKEY
18174 NBI No.
18174 On Under
1 Structure No.
0317 0719 X Control No.
017 Lane Ind.
Milepoint
07190 Facility Carried
S.H. 43 Feature Intersected
BARNES CREEK WEST Division
02 County
005 Location
7.19 E JCT US-69 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
710 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
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 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
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
71.3 HS Inv. Rating Method
1 HS Inv. Method
42.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1136 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
18174 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
(2) 10ft. X 8ft. X 51ft. RRCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 0719 X H Index
70.2724 Latitude
34:29:32.18 Longitude
-95:56:18.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
63 NBI Text
18174 Vault Link
http://plansrv1/bridgemaintvault/b18174 GIS FO/SD
Meets Standards H Inv. Method
23.8 Latitude DD
34.49227222 Longitude DD
-95.93856389 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18463 x
-10679832.0796727 y
4095095.25288167 |
|||||||||||||||||||||||||||||||||||||
| 18173 | 1603 0659 X | 18173 | Comanche | U.S. 62 | CREEK | 1603 0659 X | 3-8ft.X 6ft.X 148ft. R.C.BOX | 1972 | 34.631425 | -98.7103 | 26.903 | 147.999 | — | 3 | 0 | 4 | 96.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18462 BRKEY
18173 NBI No.
18173 On Under
1 Structure No.
1603 0659 X Control No.
003 Lane Ind.
Milepoint
06590 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
6.59 MI. E. KIOWA CL Sufficiency
84.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
96.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
147.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.5 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18173 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 148ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0659 X H Index
100 Latitude
34:37:53.13 Longitude
-98:42:37.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
008 NBI Text
18173 Vault Link
http://plansrv1/bridgemaintvault/b18173 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.631425 Longitude DD
-98.7103 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18462 x
-10988380.3320513 y
4113905.39878086 |
|||||||||||||||||||||||||||||||||||||
| 18172 | 1938 0654 X | 18172 | Creek | S.H. 51 | CREEK | 1938 0654 X | 2-10 X 10 X 341 RCB 4 FT CURTAIN WALL ON SOUTH END AND 6 FT CURTAIN WALL ON NORTH END. | 1972 | 36.10445 | -96.46381667 | 24.25 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
18461 BRKEY
18172 NBI No.
18172 On Under
1 Structure No.
1938 0654 X Control No.
038 Lane Ind.
Milepoint
06540 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
08 County
037 Location
6.5 MI E JCT SH 99 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00051 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
1972 ADT Total
2300 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
40 Appr. Roadway Width
43.963 Span Type Main
M Material
1 - Concrete Design
19 Length
24.25 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
3680 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18172 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
2-10 X 10 X 341 RCB 4 FT CURTAIN WALL ON SOUTH END AND 6 FT CURTAIN WALL ON NORTH END. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1938 0654 X H Index
86.242 Latitude
36:06:16.02 Longitude
-96:27:49.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
18172 Vault Link
http://plansrv1/bridgemaintvault/b18172 GIS FO/SD
Meets Standards H Inv. Method
99 Latitude DD
36.10445 Longitude DD
-96.46381667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18461 x
-10738302.9516801 y
4315003.0652023 |
|||||||||||||||||||||||||||||||||||||
| 18171 | 1603 0468 X | 18171 | Comanche | U.S. 62 | CREEK | 1603 0468 X | 2-10ft.X 8ft.X 170ft. R.C.BOX | 1972 | 34.63079444 | -98.74361111 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18460 BRKEY
18171 NBI No.
18171 On Under
1 Structure No.
1603 0468 X Control No.
003 Lane Ind.
Milepoint
04680 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
4.68 MI. E. KIOWA CL Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 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
5 Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 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
5 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
47.1 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18171 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 170ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0468 X H Index
96.1176 Latitude
34:37:50.86 Longitude
-98:44:37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
006 NBI Text
18171 Vault Link
http://plansrv1/bridgemaintvault/b18171 GIS FO/SD
Meets Standards H Inv. Method
15.7 Latitude DD
34.63079444 Longitude DD
-98.74361111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18460 x
-10992088.5078542 y
4113820.09100772 |
|||||||||||||||||||||||||||||||||||||
| 18170 | 7293 0456 X | 18170 | Tulsa | U.S. 75 | CREEK | 7293 0456 X | 2-10ft.X 10ft.X 171ft. R.C.BOX | 1972 | 36.21501944 | -95.94424444 | 21.982 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 38900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18459 BRKEY
18170 NBI No.
18170 On Under
1 Structure No.
7293 0456 X Control No.
093 Lane Ind.
Milepoint
04560 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
08 County
143 Location
4.5 MI N I-244 Sufficiency
68.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1972 ADT Total
38900 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
10 Appr. Roadway Width
37.999 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.
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
84.4 HS Inv. Rating Method
1 HS Inv. Method
50.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
62240 Future ADT Year
2042 Bypass Detour
3.728227 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
18170 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.X 10ft.X 171ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0456 X H Index
95.779 Latitude
36:12:54.07 Longitude
-95:56:39.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18170 Vault Link
http://plansrv1/bridgemaintvault/b18170 GIS FO/SD
Meets Standards H Inv. Method
38.5 Latitude DD
36.21501944 Longitude DD
-95.94424444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18459 x
-10680464.4356062 y
4330248.1931152 |