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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| 21023 | 3844 0342 X | 21023 | Kiowa | S.H. 115 | SADDLE MOUNTAIN CREEK | 3844 0342 X | 3-25ft. CONC. SLAB SPANS, SK. 30 DEG. L.F. | 1985 | 34.95714167 | -98.71606389 | 75.131 | 35 | — | 3 | 30 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21688 BRKEY
21023 NBI No.
21023 On Under
1 Structure No.
3844 0342 X Control No.
044 Lane Ind.
Milepoint
03420 Facility Carried
S.H. 115 Feature Intersected
SADDLE MOUNTAIN CREEK Division
05 County
075 Location
3.5 MI N S.H. 19 Sufficiency
99.6 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1985 ADT Total
180 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 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
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21023 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-25ft. CONC. SLAB SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3844 0342 X H Index
87.5267 Latitude
34:57:25.71 Longitude
-98:42:57.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21023 Vault Link
http://plansrv1/bridgemaintvault/b21023 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.95714167 Longitude DD
-98.71606389 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21688 x
-10989021.9653511 y
4158058.39242186 |
|||||||||||||||||||||||||||||||||||||
| 21307 | 0914 1302 X | 21307 | Canadian | U.S. 270 | SIX MILE CREEK | 0914 1302 X | 3-45ft. spans of 6 weathering steel beams | 1986 | 35.57467778 | -98.11631389 | 135.499 | 42.001 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | 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
21680 BRKEY
21307 NBI No.
21307 On Under
1 Structure No.
0914 1302 X Control No.
014 Lane Ind.
Milepoint
13020 Facility Carried
U.S. 270 Feature Intersected
SIX MILE CREEK Division
04 County
017 Location
13.2 MI. E. BLAINE CL Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1986 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
135.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.6 HS Inv. Rating Method
3 HS Inv. Method
45.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
18.019764 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
21307 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. spans of 6 weathering steel beams Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0914 1302 X H Index
93.5178 Latitude
35:34:28.84 Longitude
-98:06:58.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21307 Vault Link
http://plansrv1/bridgemaintvault/b21307 GIS FO/SD
Meets Standards H Inv. Method
45.8 Latitude DD
35.57467778 Longitude DD
-98.11631389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21680 x
-10922258.1007478 y
4242254.41000814 |
|||||||||||||||||||||||||||||||||||||
| 21112 | 3012 0873 X | 21112 | Harper | U.S. 270 | CLEAR CREEK O'FLOW | 3012 0873 X | 3-85ft. PRESTRESSED CO | 1985 | 36.62229444 | -99.84778333 | 256.89 | 41.995 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21670 BRKEY
21112 NBI No.
21112 On Under
1 Structure No.
3012 0873 X Control No.
012 Lane Ind.
Milepoint
08730 Facility Carried
U.S. 270 Feature Intersected
CLEAR CREEK O'FLOW Division
06 County
059 Location
8.7 MI E BEAVER C/L Sufficiency
86.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
3000 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
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
256.89 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21112 ODOT County
30 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
3-85ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 0873 X H Index
88.4524 Latitude
36:37:20.26 Longitude
-99:50:52.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21112 Vault Link
http://plansrv1/bridgemaintvault/b21112 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.62229444 Longitude DD
-99.84778333 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21670 x
-11115004.3971327 y
4386589.45759353 |
|||||||||||||||||||||||||||||||||||||
| 21111 | 3012 0849 X | 21111 | Harper | U.S. 270 | CLEAR CREEK | 3012 0849 X | 3-85ft. PRESTRESSED CO | 1985 | 36.62228611 | -99.85182778 | 256.89 | 42.979 | — | 8 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21669 BRKEY
21111 NBI No.
21111 On Under
1 Structure No.
3012 0849 X Control No.
012 Lane Ind.
Milepoint
08490 Facility Carried
U.S. 270 Feature Intersected
CLEAR CREEK Division
06 County
059 Location
8.5 MI E BEAVER C/L Sufficiency
87.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
256.89 Deck Width
42.979 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
7 Chan. Rating
7 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
77 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21111 ODOT County
30 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
3-85ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 0849 X H Index
79.6168 Latitude
36:37:20.23 Longitude
-99:51:06.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21111 Vault Link
http://plansrv1/bridgemaintvault/b21111 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.62228611 Longitude DD
-99.85182778 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21669 x
-11115454.6232472 y
4386588.30221332 |
|||||||||||||||||||||||||||||||||||||
| 21110 | 5576T0085NX | 21110 | Oklahoma | TURNER TP (I-44) | LAKE ARCADIA | 5576T0085NX | 3- 60ft. PC BEAM SPANS | 1985 | 35.60243889 | -97.41097222 | 182.999 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 13250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21668 BRKEY
21110 NBI No.
21110 On Under
1 Structure No.
5576T0085NX Control No.
076 Lane Ind.
N Milepoint
00850 Facility Carried
TURNER TP (I-44) Feature Intersected
LAKE ARCADIA Division
04 County
109 Location
.8 MI N E JCT I-35 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1985 ADT Total
13250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.999 Deck Width
41.001 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
8 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
62.6 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21110 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 60ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0085NX H Index
97.342 Latitude
35:36:08.78 Longitude
-97:24:39.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.85N NBI Text
21110 Vault Link
http://plansrv1/bridgemaintvault/b21110 GIS FO/SD
Meets Standards H Inv. Method
32.9 Latitude DD
35.60243889 Longitude DD
-97.41097222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21668 x
-10843739.8252081 y
4246054.56755736 |
|||||||||||||||||||||||||||||||||||||
| 21303 | 4904 1333WX | 21303 | Mayes | U.S. 69 | ROCK CREEK | 4904 1333WX | 100ft. PREST CONC BM SPAN | 1986 | 36.49151111 | -95.25644722 | 100.066 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21658 BRKEY
21303 NBI No.
21303 On Under
1 Structure No.
4904 1333WX Control No.
004 Lane Ind.
W Milepoint
13330 Facility Carried
U.S. 69 Feature Intersected
ROCK CREEK Division
08 County
097 Location
13.3 MI N OF SH 20 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 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.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 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
78 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21303 ODOT County
49 Nav. Control
0 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
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 1333WX H Index
94.7844 Latitude
36:29:29.44 Longitude
-95:15:23.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21303 Vault Link
http://plansrv1/bridgemaintvault/b21303 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.49151111 Longitude DD
-95.25644722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21658 x
-10603899.1993067 y
4368465.01888532 |
|||||||||||||||||||||||||||||||||||||
| 21302 | 4904 1333EX | 21302 | Mayes | U.S. 69 | ROCK CREEK | 4904 1333EX | 100ft. PREST CONC BM SPAN | 1986 | 36.49151111 | -95.25608056 | 100.066 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21657 BRKEY
21302 NBI No.
21302 On Under
1 Structure No.
4904 1333EX Control No.
004 Lane Ind.
E Milepoint
13330 Facility Carried
U.S. 69 Feature Intersected
ROCK CREEK Division
08 County
097 Location
13.5 MI N JCT SH 20 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 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.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 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
78 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21302 ODOT County
49 Nav. Control
0 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
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 1333EX H Index
95.4538 Latitude
36:29:29.44 Longitude
-95:15:21.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21302 Vault Link
http://plansrv1/bridgemaintvault/b21302 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.49151111 Longitude DD
-95.25608056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21657 x
-10603858.3829022 y
4368465.01888532 |
|||||||||||||||||||||||||||||||||||||
| 21301 | 7510 1282 X | 21301 | Washita | S.H. 152 | HAZEL GAL CREEK | 7510 1282 X | 100ft. P/S CONC. BEAM SPAN | 1986 | 35.29096111 | -98.76153889 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21656 BRKEY
21301 NBI No.
21301 On Under
1 Structure No.
7510 1282 X Control No.
010 Lane Ind.
Milepoint
12820 Facility Carried
S.H. 152 Feature Intersected
HAZEL GAL CREEK Division
05 County
149 Location
5.4E OF JCT S.H. 54 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1986 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 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
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
96.4 HS Inv. Rating Method
1 HS Inv. Method
42.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21301 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7510 1282 X H Index
97.149 Latitude
35:17:27.46 Longitude
-98:45:41.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
21301 Vault Link
http://plansrv1/bridgemaintvault/b21301 GIS FO/SD
Meets Standards H Inv. Method
28.8 Latitude DD
35.29096111 Longitude DD
-98.76153889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21656 x
-10994084.2191949 y
4203492.23375383 |
|||||||||||||||||||||||||||||||||||||
| 21104 | 1670 0075 X | 21104 | Comanche | S.H. 115 | MEDICINE CREEK | 1670 0075 X | 70ft.-80ft.-70ft. PRESTRESSED CONC BEAM SPANS | 1985 | 34.77175278 | -98.58000278 | 223.097 | 35.105 | — | 3 | 45 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Fair (5) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21644 BRKEY
21104 NBI No.
21104 On Under
1 Structure No.
1670 0075 X Control No.
070 Lane Ind.
Milepoint
00750 Facility Carried
S.H. 115 Feature Intersected
MEDICINE CREEK Division
07 County
031 Location
0.7 MI S MEERS Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00115 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
1985 ADT Total
320 ADT Year
2022 Design Load
HS 20 Skew
45 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
26.03 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
223.097 Deck Width
35.105 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
8 Sub Rating
6 Chan. Rating
8 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
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
512 Future ADT Year
2042 Bypass Detour
14.912909 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
21104 ODOT County
16 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
70ft.-80ft.-70ft. PRESTRESSED CONC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0075 X H Index
99.823 Latitude
34:46:18.31 Longitude
-98:34:48.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 115_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
093 NBI Text
21104 Vault Link
http://plansrv1/bridgemaintvault/b21104 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.77175278 Longitude DD
-98.58000278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21644 x
-10973875.7118691 y
4132906.35707409 |
|||||||||||||||||||||||||||||||||||||
| 21103 | 5563 0154 X | 21103 | Oklahoma | UTILITY BRIDGE | S.H. 74 UNDER | 5563 0154 X | 93ft.-124ft. CONT PLATE GIRDER SPANS | 1985 | 35.528969 | -97.578236 | 221.001 | 8.999 | — | 2 | 0 | 7 | 116.001 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | L | 114400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21643 BRKEY
21103 NBI No.
21103 On Under
A Structure No.
5563 0154 X Control No.
063 Lane Ind.
Milepoint
01540 Facility Carried
UTILITY BRIDGE Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
1.5 MI N I-44 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
65 Bridge System
L 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
1985 ADT Total
114400 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
116.001 Ref. Underclearance Rt.
H Underclearance Right
15.997 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
116.001 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
221.001 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
5 Bridge Posting
! 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
183040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1903 Max Measured Clearance
2001 Min Measured Clearance
1706 NBI Rating
21103 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
93ft.-124ft. CONT PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0154 X H Index
-1 Latitude
35:31:44.29 Longitude
-97:34:41.65 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 74 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21103 Vault Link
http://plansrv1/bridgemaintvault/b21103 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.528969 Longitude DD
-97.578236 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
21643 x
-10862359.5440259 y
4236000.30324156 |
|||||||||||||||||||||||||||||||||||||
| 21101 | 5576T0085SX | 21101 | Oklahoma | TURNER TP (I-44) | LAKE ARCADIA | 5576T0085SX | 3- 60ft. PC BEAM SPANS | 1985 | 35.60164444 | -97.41073611 | 182.999 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 12450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21623 BRKEY
21101 NBI No.
21101 On Under
1 Structure No.
5576T0085SX Control No.
076 Lane Ind.
S Milepoint
00850 Facility Carried
TURNER TP (I-44) Feature Intersected
LAKE ARCADIA Division
04 County
109 Location
0.8 MI NE I-35 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1985 ADT Total
12450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.999 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 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
62.6 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
-1 NBI Rating
21101 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 60ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0085SX H Index
98.7647 Latitude
35:36:05.92 Longitude
-97:24:38.65 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.85S NBI Text
21101 Vault Link
http://plansrv1/bridgemaintvault/b21101 GIS FO/SD
Meets Standards H Inv. Method
32.9 Latitude DD
35.60164444 Longitude DD
-97.41073611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21623 x
-10843713.5415631 y
4245945.7987184 |
|||||||||||||||||||||||||||||||||||||
| 21099 | 0818 1316 X | 21099 | Caddo | S.H. 9 | WASHITA RIVER O'FLOW | 0818 1316 X | 4-50ft. DOUBLE TEE SPANS | 1985 | 35.08960833 | -98.43595 | 200.131 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21621 BRKEY
21099 NBI No.
21099 On Under
1 Structure No.
0818 1316 X Control No.
018 Lane Ind.
Milepoint
13160 Facility Carried
S.H. 9 Feature Intersected
WASHITA RIVER O'FLOW Division
07 County
015 Location
6.4 MI W JCT US 62 Sufficiency
86.3 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1985 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
200.131 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
34 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21099 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-50ft. DOUBLE TEE SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 1316 X H Index
93.8538 Latitude
35:05:22.59 Longitude
-98:26:09.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
4 - Tee Beam FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60 NBI Text
21099 Vault Link
http://plansrv1/bridgemaintvault/b21099 GIS FO/SD
FO H Inv. Method
27 Latitude DD
35.08960833 Longitude DD
-98.43595 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21621 x
-10957839.8297521 y
4176065.23574619 |
|||||||||||||||||||||||||||||||||||||
| 21098 | 5507 0991NX | 21098 | Oklahoma | I-44 WB | M. L. KING BLVD. UNDER | 5507 0991NX | 2-103ft. P.C. BEAM SPANS SK. 60 DEG. 01ft. 02.9in. | 1985 | 35.536422 | -97.476883 | 208.619 | 55.748 | — | 2 | 30 | 3 | 52.749 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 27200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21620 BRKEY
21098 NBI No.
21098 On Under
1 Structure No.
5507 0991NX Control No.
007 Lane Ind.
N Milepoint
09910 Facility Carried
I-44 WB Feature Intersected
M. L. KING BLVD. UNDER Division
04 County
109 Location
9.9 MI N & E I-40 Sufficiency
94.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1985 ADT Total
27200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
6.499 Underclearance Left
4.498 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.619 Deck Width
55.748 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43520 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1800 Min Measured Clearance
1605 NBI Rating
21098 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-103ft. P.C. BEAM SPANS SK. 60 DEG. 01ft. 02.9in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0991NX H Index
92.3445 Latitude
35:32:11.12 Longitude
-97:28:36.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 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
21098 Vault Link
http://plansrv1/bridgemaintvault/b21098 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.536422 Longitude DD
-97.476883 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21620 x
-10851076.9796755 y
4237019.81720934 |
|||||||||||||||||||||||||||||||||||||
| 21097 | 5507 0991SX | 21097 | Oklahoma | I-44 EB | M. L. KING BLVD. UNDER | 5507 0991SX | 2-103ft. P. C. BEAM SPANS SK. 60 DEG. 01ft. 02.9in. | 1985 | 35.536006 | -97.476883 | 208.619 | 55.748 | — | 2 | 30 | 3 | 52.749 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 27000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21619 BRKEY
21097 NBI No.
21097 On Under
1 Structure No.
5507 0991SX Control No.
007 Lane Ind.
S Milepoint
09910 Facility Carried
I-44 EB Feature Intersected
M. L. KING BLVD. UNDER Division
04 County
109 Location
9.9 MI N & E I-40 Sufficiency
94.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1985 ADT Total
27000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
6.499 Underclearance Left
4.997 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.619 Deck Width
55.748 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43200 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
2004 Min Measured Clearance
1905 NBI Rating
21097 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-103ft. P. C. BEAM SPANS SK. 60 DEG. 01ft. 02.9in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0991SX H Index
93.2502 Latitude
35:32:09.62 Longitude
-97:28:36.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 EB 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
21097 Vault Link
http://plansrv1/bridgemaintvault/b21097 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.536006 Longitude DD
-97.476883 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21619 x
-10851076.9796755 y
4236962.90906341 |
|||||||||||||||||||||||||||||||||||||
| 21096 | 5563 0143 X | 21096 | Oklahoma | NW 56TH ST. | S.H. 74 UNDER | 5563 0143 X | 2-100ft. P.C. BEAM SPANS SK. 69 DEG 47ft.23ft. W/ 2-10ft. SIDEWALKS | 1985 | 35.527469 | -97.577778 | 203.478 | 60 | — | 2 | 21 | 3 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21600 BRKEY
21096 NBI No.
21096 On Under
1 Structure No.
5563 0143 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 56TH ST. Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
1.4 MI N I-44 Sufficiency
86.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1985 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
13.497 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.478 Deck Width
60 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1705 Min Measured Clearance
1611 NBI Rating
21096 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
2-100ft. P.C. BEAM SPANS SK. 69 DEG 47ft.23ft. W/ 2-10ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0143 X H Index
92.5579 Latitude
35:31:38.89 Longitude
-97:34:40 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
NW 56TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21096 Vault Link
http://plansrv1/bridgemaintvault/b21096 GIS FO/SD
FO H Inv. Method
29 Latitude DD
35.527469 Longitude DD
-97.577778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21600 x
-10862308.5596991 y
4235795.12604703 |
|||||||||||||||||||||||||||||||||||||
| 21095 | 5563 0104 X | 21095 | Oklahoma | UTILITY BRIDGE | S.H. 74 UNDER | 5563 0104 X | 103ft.-93ft. PLATE GIRDER SPANS | 1985 | 35.521981 | -97.576344 | 201.001 | 11.001 | — | 2 | 0 | 6 | 104.003 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | L | 114400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21599 BRKEY
21095 NBI No.
21095 On Under
2 Structure No.
5563 0104 X Control No.
063 Lane Ind.
Milepoint
01040 Facility Carried
UTILITY BRIDGE Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
1.0 MI N I-44 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.002 Bridge System
L 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
1985 ADT Total
114400 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
104.003 Ref. Underclearance Rt.
H Underclearance Right
13.497 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
104.003 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
201.001 Deck Width
11.001 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
5 Bridge Posting
! 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
183040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1907 Min Measured Clearance
1711 NBI Rating
21095 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
103ft.-93ft. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0104 X H Index
-1 Latitude
35:31:19.13 Longitude
-97:34:34.84 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 74 (LAKE HEFNER PKWY) Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21095 Vault Link
http://plansrv1/bridgemaintvault/b21095 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.521981 Longitude DD
-97.576344 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
21599 x
-10862148.9275493 y
4235044.4837681 |
|||||||||||||||||||||||||||||||||||||
| 21094 | 7308 0610EX | 21094 | Wagoner | U.S. 69 | FLAT ROCK CREEK | 7308 0610EX | 59ft.-76ft.-59ft. PRESTRES | 1985 | 36.04275 | -95.366864 | 194.882 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21598 BRKEY
21094 NBI No.
21094 On Under
1 Structure No.
7308 0610EX Control No.
008 Lane Ind.
E Milepoint
06100 Facility Carried
U.S. 69 Feature Intersected
FLAT ROCK CREEK Division
01 County
145 Location
6.1 MI N JCT SH-51 Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
6000 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
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
194.882 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.1 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21094 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
59ft.-76ft.-59ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7308 0610EX H Index
98.0642 Latitude
36:02:33.9 Longitude
-95:22:00.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21094 Vault Link
http://plansrv1/bridgemaintvault/b21094 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
36.04275 Longitude DD
-95.366864 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21598 x
-10616190.7390314 y
4306505.30162833 |
|||||||||||||||||||||||||||||||||||||
| 21093 | 6752 0285 X | 21093 | Seminole | S.H. 3E | TURKEY CREEK | 6752 0285 X | 3-65ft. PRESTRESSED CO | 1985 | 35.295322 | -96.741697 | 196.85 | 42.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21597 BRKEY
21093 NBI No.
21093 On Under
1 Structure No.
6752 0285 X Control No.
052 Lane Ind.
Milepoint
02850 Facility Carried
S.H. 3E Feature Intersected
TURKEY CREEK Division
03 County
133 Location
2.9 MI SE POTT. C/L Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1985 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
196.85 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
73 HS Inv. Rating Method
1 HS Inv. Method
35.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21093 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6752 0285 X H Index
93.7394 Latitude
35:17:43.16 Longitude
-96:44:30.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3E 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
21093 Vault Link
http://plansrv1/bridgemaintvault/b21093 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
35.295322 Longitude DD
-96.741697 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21597 x
-10769236.4485172 y
4204086.99978748 |
|||||||||||||||||||||||||||||||||||||
| 21092 | 5563 0105 X | 21092 | Oklahoma | NW 50TH ST. | S.H. 74 UNDER | 5563 0105 X | 102ft.-95ft. P.C. BM. SPANS W/ 2-10ft. SIDEWALKS | 1985 | 35.522092 | -97.576347 | 198.999 | 105.659 | — | 2 | 0 | 6 | 82.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.2 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21596 BRKEY
21092 NBI No.
21092 On Under
1 Structure No.
5563 0105 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 50TH ST. Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
1.0 MI N I-44 Sufficiency
92.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1985 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
82.001 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
82.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.999 Deck Width
105.659 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1802 Min Measured Clearance
1605 NBI Rating
21092 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
102ft.-95ft. P.C. BM. SPANS W/ 2-10ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0105 X H Index
95.4897 Latitude
35:31:19.53 Longitude
-97:34:34.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
NW 50TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21092 Vault Link
http://plansrv1/bridgemaintvault/b21092 GIS FO/SD
FO H Inv. Method
27 Latitude DD
35.522092 Longitude DD
-97.576347 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21596 x
-10862149.2615078 y
4235059.66571085 |
|||||||||||||||||||||||||||||||||||||
| 21091 | 7704 0951 X | 21091 | Woodward | U.S. 183 | SAND CREEK | 7704 0951 X | 3-60ft. PRESTRESSED CO | 1985 | 36.472819 | -99.474594 | 180.118 | 45.932 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21595 BRKEY
21091 NBI No.
21091 On Under
1 Structure No.
7704 0951 X Control No.
004 Lane Ind.
Milepoint
09510 Facility Carried
U.S. 183 Feature Intersected
SAND CREEK Division
06 County
153 Location
6.2 MI E JCT SH 34 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00183 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
1985 ADT Total
4600 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
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.118 Deck Width
45.932 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.1 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21091 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0951 X H Index
89.356 Latitude
36:28:22.15 Longitude
-99:28:28.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 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
21091 Vault Link
http://plansrv1/bridgemaintvault/b21091 GIS FO/SD
Meets Standards H Inv. Method
29.1 Latitude DD
36.472819 Longitude DD
-99.474594 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21595 x
-11073461.1509476 y
4365877.09904368 |
|||||||||||||||||||||||||||||||||||||
| 21090 | 5507 0930NX | 21090 | Oklahoma | I-44 WB | GRAND BLVD UNDER | 5507 0930NX | 2-90ft. CONT. CONC. FRAME GIRDER SPANS SK. VARIES | 1985 | 35.53395556 | -97.48500278 | 185.125 | 55.748 | — | 2 | 99 | 3 | 52.749 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21576 BRKEY
21090 NBI No.
21090 On Under
1 Structure No.
5507 0930NX Control No.
007 Lane Ind.
N Milepoint
09300 Facility Carried
I-44 WB Feature Intersected
GRAND BLVD UNDER Division
04 County
109 Location
9.3 MI N & E I-40 Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1985 ADT Total
30850 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
2 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
31.398 Underclearance Left
6.398 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
185.125 Deck Width
55.748 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
49360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1901 Min Measured Clearance
1706 NBI Rating
21090 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. CONT. CONC. FRAME GIRDER SPANS SK. VARIES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0930NX H Index
93.6859 Latitude
35:32:02.24 Longitude
-97:29:06.01 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 WB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21090 Vault Link
http://plansrv1/bridgemaintvault/b21090 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.53395556 Longitude DD
-97.48500278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21576 x
-10851980.8694505 y
4236682.41640726 |
|||||||||||||||||||||||||||||||||||||
| 21089 | 4904 0467WX | 21089 | Mayes | U.S. 69 | UP R.R. UNDER | 4904 0467WX | 3-62ft. PRESTRESSED CO | 1985 | 36.37241111 | -95.2949 | 189.501 | 41.001 | — | 3 | 45 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21575 BRKEY
21089 NBI No.
21089 On Under
1 Structure No.
4904 0467WX Control No.
004 Lane Ind.
W Milepoint
04670 Facility Carried
U.S. 69 Feature Intersected
UP R.R. UNDER Division
08 County
097 Location
4.9 MI N SH 20 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
2 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
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
5450 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
16.299 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
189.501 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
2207 NBI Rating
21089 ODOT County
49 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
3-62ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 0467WX H Index
98.7682 Latitude
36:22:20.68 Longitude
-95:17:41.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
21089 Vault Link
http://plansrv1/bridgemaintvault/b21089 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.37241111 Longitude DD
-95.2949 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21575 x
-10608179.7431959 y
4351986.30664841 |
|||||||||||||||||||||||||||||||||||||
| 21088 | 5507 0930SX | 21088 | Oklahoma | I-44 EB | GRAND BLVD UNDER | 5507 0930SX | 2-90ft. CONT. CONC. FRAME GIRDER SPANS SK. VARIES | 1985 | 35.533544 | -97.484717 | 180.095 | 55.748 | — | 2 | 99 | 3 | 52.749 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21574 BRKEY
21088 NBI No.
21088 On Under
1 Structure No.
5507 0930SX Control No.
007 Lane Ind.
S Milepoint
09300 Facility Carried
I-44 EB Feature Intersected
GRAND BLVD UNDER Division
04 County
109 Location
9.3 MI N & E I-40 Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1985 ADT Total
30500 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
2 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
180.095 Deck Width
55.748 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
48800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
2402 Min Measured Clearance
2003 NBI Rating
21088 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. CONT. CONC. FRAME GIRDER SPANS SK. VARIES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0930SX H Index
93.5698 Latitude
35:32:00.76 Longitude
-97:29:04.98 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 EB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21088 Vault Link
http://plansrv1/bridgemaintvault/b21088 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.533544 Longitude DD
-97.484717 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21574 x
-10851949.0565664 y
4236626.11737574 |
|||||||||||||||||||||||||||||||||||||
| 21085 | 4420 0918 X | 21085 | McClain | S.H. 59 | CRINER CREEK | 4420 0918 X | 3-55ft. DOUBLE TEE SPA | 1985 | 34.90614167 | -97.54103056 | 165.026 | 33.465 | — | 3 | 30 | 2 | 32.152 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | 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 | 210 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21553 BRKEY
21085 NBI No.
21085 On Under
1 Structure No.
4420 0918 X Control No.
020 Lane Ind.
Milepoint
09180 Facility Carried
S.H. 59 Feature Intersected
CRINER CREEK Division
03 County
087 Location
1.44 MI. E. JCT. SH 59B Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1985 ADT Total
210 ADT Year
2022 Design Load
HS 20 Skew
30 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
0 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
165.026 Deck Width
33.465 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
8 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
84 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
336 Future ADT Year
2042 Bypass Detour
14.912909 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
21085 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4420 0918 X H Index
95.6471 Latitude
34:54:22.11 Longitude
-97:32:27.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21085 Vault Link
http://plansrv1/bridgemaintvault/b21085 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.90614167 Longitude DD
-97.54103056 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21553 x
-10858217.8533903 y
4151133.47584483 |
|||||||||||||||||||||||||||||||||||||
| 21084 | 6102 0004NX | 21084 | Pittsburg | U.S. 69 | U.P. R.R. UNDER | 6102 0004NX | 50FT - 60FT - 50FT PC BEAM SK 22 DEG. | 1985 | 34.68083333 | -95.93 | 162.073 | 41.001 | — | 3 | 22 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21552 BRKEY
21084 NBI No.
21084 On Under
1 Structure No.
6102 0004NX Control No.
002 Lane Ind.
N Milepoint
00040 Facility Carried
U.S. 69 Feature Intersected
U.P. R.R. UNDER Division
02 County
121 Location
0.1 N ATOKA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
8050 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
25.2 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
162.073 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.5 HS Inv. Rating Method
3 HS Inv. Method
39.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2308 Min Measured Clearance
2210 NBI Rating
21084 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50FT - 60FT - 50FT PC BEAM SK 22 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 0004NX H Index
96.0023 Latitude
34:40:51 Longitude
-95:55:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
001 NBI Text
21084 Vault Link
http://plansrv1/bridgemaintvault/b21084 GIS FO/SD
Meets Standards H Inv. Method
39.7 Latitude DD
34.68083333 Longitude DD
-95.93 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21552 x
-10678878.7517987 y
4120591.81533588 |
|||||||||||||||||||||||||||||||||||||
| 21077 | 5504 1728 X | 21077 | Oklahoma | U.S. 62 | UP R.R. UNDER | 5504 1728 X | 3-49ft. PRESTRESSED CONC BM SPANS | 1985 | 35.49085 | -97.163411 | 147.001 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21527 BRKEY
21077 NBI No.
21077 On Under
1 Structure No.
5504 1728 X Control No.
004 Lane Ind.
Milepoint
17280 Facility Carried
U.S. 62 Feature Intersected
UP R.R. UNDER Division
04 County
109 Location
17.2 MI E OF JCT I-35 Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1985 ADT Total
5500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
17.7 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
147.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2211 Max Measured Clearance
2301 Min Measured Clearance
2301 NBI Rating
21077 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-49ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1728 X H Index
94.8052 Latitude
35:29:27.06 Longitude
-97:09:48.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
21077 Vault Link
http://plansrv1/bridgemaintvault/b21077 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.49085 Longitude DD
-97.163411 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21527 x
-10816181.4362575 y
4230787.39260219 |
|||||||||||||||||||||||||||||||||||||
| 21076 | 2047 0420NX | 21076 | Custer | I-40 BUS. WB | TURTLE CREEK | 2047 0420NX | 50ft.-40ft.-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. L.F. | 1985 | 35.51547778 | -98.93048056 | 142.06 | 40 | — | 3 | 30 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 2150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21526 BRKEY
21076 NBI No.
21076 On Under
1 Structure No.
2047 0420NX Control No.
047 Lane Ind.
N Milepoint
04200 Facility Carried
I-40 BUS. WB Feature Intersected
TURTLE CREEK Division
05 County
039 Location
2.0 MI E JCT US-183 Sufficiency
96.1 Kind Hwy
3 Level Service
6 Route No.
0040B 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
07 - Major Collector (Rural) Year Built
1985 ADT Total
2150 ADT Year
2022 Design Load
HS 20 Skew
30 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
5 - Prestressed Concrete Design
02 Length
142.06 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 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
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21076 ODOT County
20 Nav. Control
0 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
50ft.-40ft.-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2047 0420NX H Index
97.3855 Latitude
35:30:55.72 Longitude
-98:55:49.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 BUS. WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
21076 Vault Link
http://plansrv1/bridgemaintvault/b21076 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.51547778 Longitude DD
-98.93048056 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21526 x
-11012890.719873 y
4234155.0473184 |
|||||||||||||||||||||||||||||||||||||
| 21073 | 4420R0503 X | 21073 | McClain | S.H. 59 | CRINER CREEK | 4420 0503 X | 3-46ft. PRESTRESSED CO | 1985 | 34.94251944 | -97.56691111 | 138.123 | 35.433 | — | 3 | 0 | 2 | 33.465 | 5 - Prestressed Concrete | Slab (01) | M | Concrete precast panels (2) | Open, temporary shoring (E) | 46 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 880 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
21505 BRKEY
21073 NBI No.
21073 On Under
1 Structure No.
4420R0503 X Control No.
020 Lane Ind.
Milepoint
05030 Facility Carried
S.H. 59 Feature Intersected
CRINER CREEK Division
03 County
087 Location
5.0 MI. S. JCT. SH39 Sufficiency
46 Kind Hwy
3 Level Service
1 Route No.
00059 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
1985 ADT Total
880 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
33.465 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
2 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
01 Length
138.123 Deck Width
35.433 Bridge Open Closed
E TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
3 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1408 Future ADT Year
2034 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21073 ODOT County
44 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
3-46ft. PRESTRESSED CO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4420 0503 X H Index
0 Latitude
34:56:33.07 Longitude
-97:34:00.88 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21073 Vault Link
http://plansrv1/bridgemaintvault/b21073 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.94251944 Longitude DD
-97.56691111 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21505 x
-10861098.8630378 y
4156072.50658048 |
|||||||||||||||||||||||||||||||||||||
| 21068 | 1110 1694 X | 21068 | Cherokee | S.H. 10 | WATER FALL HOLLOW CREEK | 1110 1694 X | 3-40ft. PRESTRESSED CO | 1985 | 36.10840833 | -94.82604722 | 122.047 | 34.301 | — | 3 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | 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
21500 BRKEY
21068 NBI No.
21068 On Under
1 Structure No.
1110 1694 X Control No.
010 Lane Ind.
Milepoint
16940 Facility Carried
S.H. 10 Feature Intersected
WATER FALL HOLLOW CREEK Division
01 County
021 Location
17.4 MI N US62 Sufficiency
88.6 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
1985 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.047 Deck Width
34.301 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 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
21068 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 1694 X H Index
93.1101 Latitude
36:06:30.27 Longitude
-94:49:33.77 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
21068 Vault Link
http://plansrv1/bridgemaintvault/b21068 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.10840833 Longitude DD
-94.82604722 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21500 x
-10555987.2904693 y
4315548.46230441 |
|||||||||||||||||||||||||||||||||||||
| 21349 | 1724 0209 X | 21349 | Cotton | S.H. 53 | EAST CACHE CREEK O'FLOW | 1724 0209 X | 4-90ft. PRESTRESSED CONC BM SPANS | 1986 | 34.36222222 | -98.27722222 | 361.877 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21498 BRKEY
21349 NBI No.
21349 On Under
1 Structure No.
1724 0209 X Control No.
024 Lane Ind.
Milepoint
02090 Facility Carried
S.H. 53 Feature Intersected
EAST CACHE CREEK O'FLOW Division
07 County
033 Location
2.1 MI E JCT SH 5 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1986 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
361.877 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
16.777022 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
21349 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-90ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0209 X H Index
99.8395 Latitude
34:21:44 Longitude
-98:16:38 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
63 NBI Text
21349 Vault Link
http://plansrv1/bridgemaintvault/b21349 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.36222222 Longitude DD
-98.27722222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21498 x
-10940170.3341078 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 21348 | 1724 0176 X | 21348 | Cotton | S.H. 53 | EAST CACHE CREEK | 1724 0176 X | 4-90ft. PRESTRESSED CONC BM SPANS | 1986 | 34.36222222 | -98.28277778 | 361.877 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21497 BRKEY
21348 NBI No.
21348 On Under
1 Structure No.
1724 0176 X Control No.
024 Lane Ind.
Milepoint
01760 Facility Carried
S.H. 53 Feature Intersected
EAST CACHE CREEK Division
07 County
033 Location
1.6 MI E JCT SH 5 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1986 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
361.877 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 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
99 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
16.777022 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
21348 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-90ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0176 X H Index
99.8119 Latitude
34:21:44 Longitude
-98:16:58 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
62 NBI Text
21348 Vault Link
http://plansrv1/bridgemaintvault/b21348 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.36222222 Longitude DD
-98.28277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21497 x
-10940788.7762181 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 21346 | 7278 0770 X | 21346 | Tulsa | E. 41ST | I-44 UNDER | 7278 0770 X | 2-116ft. CONT PLATE GIRDER SPANS SK.40 DEG.52ft.30ft. | 1986 | 36.10416667 | -95.90972222 | 340.879 | 88.911 | — | 2 | 50 | 4 | 74.147 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21495 BRKEY
21346 NBI No.
21346 On Under
1 Structure No.
7278 0770 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 41ST Feature Intersected
I-44 UNDER Division
08 County
143 Location
0.6 MI E OF YALE AVE Sufficiency
97.3 Kind Hwy
5 Level Service
1 Route No.
08280 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.819 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1986 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
50 No. Main Spans
2 Road Width
74.147 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
74.147 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
340.879 Deck Width
88.911 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
49.1 H Operating Rating
1 H Inv. Rating Method
1 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
1711 Max Measured Clearance
1806 Min Measured Clearance
1803 NBI Rating
21346 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.
1 DK Surf. Type
1 Lft. Curb SW
5.906 Rt. Curb SW
5.906 Description
2-116ft. CONT PLATE GIRDER SPANS SK.40 DEG.52ft.30ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0770 X H Index
89.8376 Latitude
36:06:15 Longitude
-95:54:35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
E. 41ST OVER 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
21346 Vault Link
http://plansrv1/bridgemaintvault/b21346 GIS FO/SD
Meets Standards H Inv. Method
27.2 Latitude DD
36.10416667 Longitude DD
-95.90972222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
21495 x
-10676621.4396547 y
4314964.02773219 |
|||||||||||||||||||||||||||||||||||||
| 21345 | 1801 0442EX | 21345 | Craig | U.S. 69 NB | WILL ROGERS TP I-44 UND | 1801 0442 X | 72ft.-88ft.-88ft.-72ft. I-BM SPANS | 1986 | 36.55775 | -95.22001667 | 318.898 | 41.001 | — | 4 | 60 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21494 BRKEY
21345 NBI No.
21345 On Under
1 Structure No.
1801 0442EX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 NB Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
US 69 NB; @ JCT I-44 Sufficiency
81 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
4550 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
318.898 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1606 Min Measured Clearance
1602 NBI Rating
21345 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.-88ft.-88ft.-72ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801 0442 X H Index
71.7526 Latitude
36:33:27.9 Longitude
-95:13:12.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.97 NB NBI Text
21345 Vault Link
http://plansrv1/bridgemaintvault/b21345 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.55775 Longitude DD
-95.22001667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21494 x
-10599843.7690314 y
4377640.81585408 |
|||||||||||||||||||||||||||||||||||||
| 21343 | 5515 1238 X | 21343 | Oklahoma | I-35 SB | I-44 W-N UNDER | 5515 1238WX | 76ft.-110ft.-101ft. CONT. P.C. BOX GIRDER SPANS X 38ft. CLY. RDWY | 1986 | 35.53938056 | -97.460925 | 287.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 72100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21474 BRKEY
21343 NBI No.
21343 On Under
1 Structure No.
5515 1238 X Control No.
015 Lane Ind.
Milepoint
12380 Facility Carried
I-35 SB Feature Intersected
I-44 W-N UNDER Division
04 County
109 Location
5 MI N OF E JCT W/I40 Sufficiency
80 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1986 ADT Total
72100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
11.998 Underclearance Left
6.982 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
45.997 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
05 Length
287.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
115360 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1609 Max Measured Clearance
1710 Min Measured Clearance
1700 NBI Rating
21343 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
76ft.-110ft.-101ft. CONT. P.C. BOX GIRDER SPANS X 38ft. CLY. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1238WX H Index
96.9828 Latitude
35:32:21.77 Longitude
-97:27:39.33 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-35 SB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21343 Vault Link
http://plansrv1/bridgemaintvault/b21343 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.53938056 Longitude DD
-97.460925 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21474 x
-10849300.5432414 y
4237424.55207895 |
|||||||||||||||||||||||||||||||||||||
| 21341 | 0304 1870WX | 21341 | Atoka | U.S. 69 | LIMESTONE CREEK & RD UND | 0304 1870WX | (3) 90ft. PC BEAM | 1986 | 34.6014 | -95.97586944 | 270 | 41 | — | 3 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21472 BRKEY
21341 NBI No.
21341 On Under
1 Structure No.
0304 1870WX Control No.
004 Lane Ind.
W Milepoint
18700 Facility Carried
U.S. 69 Feature Intersected
LIMESTONE CREEK & RD UND Division
02 County
005 Location
18.70 N JCT SH-7 Sufficiency
90.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
7350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
68.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
105 HS Inv. Rating Method
1 HS Inv. Method
43.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11760 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
-1 Max Measured Clearance
2805 Min Measured Clearance
2708 NBI Rating
21341 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 90ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 1870WX H Index
89.8785 Latitude
34:36:05.04 Longitude
-95:58:33.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26 NBI Text
21341 Vault Link
http://plansrv1/bridgemaintvault/b21341 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
34.6014 Longitude DD
-95.97586944 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21472 x
-10683984.9145025 y
4109844.06864538 |
|||||||||||||||||||||||||||||||||||||
| 21340 | 0304 1870EX | 21340 | Atoka | U.S. 69 | LIMESTONE CREEK & RD UND | 0304 1870EX | (3) 90ft. PC BEAM | 1986 | 34.60127778 | -95.97545833 | 270 | 41 | — | 3 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21471 BRKEY
21340 NBI No.
21340 On Under
1 Structure No.
0304 1870EX Control No.
004 Lane Ind.
E Milepoint
18700 Facility Carried
U.S. 69 Feature Intersected
LIMESTONE CREEK & RD UND Division
02 County
005 Location
18.70 N JCT SH-7 Sufficiency
90.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
6 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
7350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
68.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
105 HS Inv. Rating Method
1 HS Inv. Method
43.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11760 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2805 Min Measured Clearance
2708 NBI Rating
21340 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 90ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 1870EX H Index
89.8334 Latitude
34:36:04.6 Longitude
-95:58:31.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25 NBI Text
21340 Vault Link
http://plansrv1/bridgemaintvault/b21340 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
34.60127778 Longitude DD
-95.97545833 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21471 x
-10683939.1499466 y
4109827.53956463 |
|||||||||||||||||||||||||||||||||||||
| 21255 | 2812 0567 X | 21255 | Greer | S.H. 9 | GRANITE CR.-FLYNN BRANCH | 2812 0567 X | (13ft.-17ft.-13ft.) X 8ft. X 49ft. RDY. R.C.B. W/ METAL TRAFFIC RAILS | 1986 | 34.95793056 | -99.40243333 | 45.932 | 49.003 | — | 3 | 0 | 2 | 47.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21468 BRKEY
21255 NBI No.
21255 On Under
1 Structure No.
2812 0567 X Control No.
012 Lane Ind.
Milepoint
05670 Facility Carried
S.H. 9 Feature Intersected
GRANITE CR.-FLYNN BRANCH Division
05 County
055 Location
5.8 MI E OF JCT U.S. 283 Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.001 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
1986 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
49.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.573 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21255 ODOT County
28 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
(13ft.-17ft.-13ft.) X 8ft. X 49ft. RDY. R.C.B. W/ METAL TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2812 0567 X H Index
94.5013 Latitude
34:57:28.55 Longitude
-99:24:08.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21255 Vault Link
http://plansrv1/bridgemaintvault/b21255 GIS FO/SD
Meets Standards H Inv. Method
16.424 Latitude DD
34.95793056 Longitude DD
-99.40243333 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21468 x
-11065428.2619079 y
4158165.54384513 |
|||||||||||||||||||||||||||||||||||||
| 21254 | 0222 0384 X | 21254 | Alfalfa | S.H. 45 | TURKEY CREEK | 0222 0384 X | 2X13-17)X11X53.9ft.RCB | 1986 | 36.53557222 | -98.19667222 | 44.948 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 770 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21467 BRKEY
21254 NBI No.
21254 On Under
1 Structure No.
0222 0384 X Control No.
022 Lane Ind.
Milepoint
03840 Facility Carried
S.H. 45 Feature Intersected
TURKEY CREEK Division
06 County
003 Location
3.9 MI.E. OF JCT.SH58 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00045 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.501 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
1986 ADT Total
770 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1232 Future ADT Year
2042 Bypass Detour
27.961703 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
21254 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2X13-17)X11X53.9ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0222 0384 X H Index
95.9258 Latitude
36:32:08.06 Longitude
-98:11:48.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 45 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21254 Vault Link
http://plansrv1/bridgemaintvault/b21254 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.53557222 Longitude DD
-98.19667222 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21467 x
-10931203.5491244 y
4374567.74551197 |
|||||||||||||||||||||||||||||||||||||
| 21060 | 5507 0881NX | 21060 | Oklahoma | I-44 WB | KELLEY AVE. UNDER | 5507 0881NX | 110ft. PRES. BOX GIRDER SPAN | 1985 | 35.53533889 | -97.49435556 | 110 | 55.699 | — | 1 | 29 | 3 | 52.749 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21457 BRKEY
21060 NBI No.
21060 On Under
1 Structure No.
5507 0881NX Control No.
007 Lane Ind.
N Milepoint
08810 Facility Carried
I-44 WB Feature Intersected
KELLEY AVE. UNDER Division
04 County
109 Location
8.8 MI N & E I-40 Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1985 ADT Total
30850 ADT Year
2022 Design Load
HS 20 Skew
29 No. Main Spans
1 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
110 Deck Width
55.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 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
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
49360 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1807 Min Measured Clearance
1710 NBI Rating
21060 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
110ft. PRES. BOX GIRDER SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0881NX H Index
90.0505 Latitude
35:32:07.22 Longitude
-97:29:39.68 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 WB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21060 Vault Link
http://plansrv1/bridgemaintvault/b21060 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.53533889 Longitude DD
-97.49435556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21457 x
-10853022.0161576 y
4236871.65008037 |
|||||||||||||||||||||||||||||||||||||
| 21059 | 5507 0881SX | 21059 | Oklahoma | I-44 EB | KELLEY AVE. UNDER | 5507 0881SX | 113ft. PRES. BOX GIRDER SPAN SK. 61 DEG.05ft.38.4ft. | 1985 | 35.53491667 | -97.49435833 | 112.999 | 55.699 | — | 1 | 29 | 3 | 52.749 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21456 BRKEY
21059 NBI No.
21059 On Under
1 Structure No.
5507 0881SX Control No.
007 Lane Ind.
S Milepoint
08810 Facility Carried
I-44 EB Feature Intersected
KELLEY AVE. UNDER Division
04 County
109 Location
8.8 MI N & E I-40 Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1985 ADT Total
30500 ADT Year
2022 Design Load
HS 20 Skew
29 No. Main Spans
1 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
18 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
112.999 Deck Width
55.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
48800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1702 Min Measured Clearance
1608 NBI Rating
21059 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
113ft. PRES. BOX GIRDER SPAN SK. 61 DEG.05ft.38.4ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0881SX H Index
89.3399 Latitude
35:32:05.7 Longitude
-97:29:39.69 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 EB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21059 Vault Link
http://plansrv1/bridgemaintvault/b21059 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.53491667 Longitude DD
-97.49435833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21456 x
-10853022.3245125 y
4236813.8918303 |
|||||||||||||||||||||||||||||||||||||
| 21056 | 4904 0358WX | 21056 | Mayes | U.S. 69 | SQUAW HOLLOW CREEK | 4904 0358WX | 100ft. PREST CONC BM SPAN | 1985 | 36.35749722 | -95.29798056 | 102.001 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21453 BRKEY
21056 NBI No.
21056 On Under
1 Structure No.
4904 0358WX Control No.
004 Lane Ind.
W Milepoint
03580 Facility Carried
U.S. 69 Feature Intersected
SQUAW HOLLOW CREEK Division
08 County
097 Location
3.7 MI N SH 20 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
5500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 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.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 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
78 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21056 ODOT County
49 Nav. Control
0 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
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 0358WX H Index
96.3162 Latitude
36:21:26.99 Longitude
-95:17:52.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21056 Vault Link
http://plansrv1/bridgemaintvault/b21056 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.35749722 Longitude DD
-95.29798056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21453 x
-10608522.6695665 y
4349924.59537755 |
|||||||||||||||||||||||||||||||||||||
| 21356 | 5515 0566EX | 21356 | Oklahoma | I-35 N.B. | OKLAHOMA RIVER | 5515 0566EX | 101ft.,4(100ft.),2-100ft.,101 PRESTRESSED CONC BM SPANS SK. 74 DEG. | 1986 | 35.460025 | -97.49150278 | 802 | 70 | — | 8 | 7 | 4 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 67950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21452 BRKEY
21356 NBI No.
21356 On Under
1 Structure No.
5515 0566EX Control No.
015 Lane Ind.
E Milepoint
05660 Facility Carried
I-35 N.B. Feature Intersected
OKLAHOMA RIVER Division
04 County
109 Location
5.6 MI N CLEVELAND CO Sufficiency
76.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68 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
1986 ADT Total
67950 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
8 Road Width
68 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
802 Deck Width
70 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
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
49.1 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
108720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21356 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft.,4(100ft.),2-100ft.,101 PRESTRESSED CONC BM SPANS SK. 74 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0566EX H Index
97.6055 Latitude
35:27:36.09 Longitude
-97:29:29.41 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 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
21356 Vault Link
http://plansrv1/bridgemaintvault/b21356 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
35.460025 Longitude DD
-97.49150278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21452 x
-10852704.4461406 y
4226573.77099244 |
|||||||||||||||||||||||||||||||||||||
| 21355 | 3810 0000 X | 21355 | Kiowa | S.H. 9 | NORTH FORK OF RED RIVER | 3810 0000 X | 6-100ft. P/S CONC. BEAM SPANS | 1986 | 34.97243889 | -99.33562222 | 601.05 | 42.001 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21451 BRKEY
21355 NBI No.
21355 On Under
1 Structure No.
3810 0000 X Control No.
010 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 9 Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
075 Location
KIOWA-GREER C/L Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1986 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 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
601.05 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21355 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3810 0000 X H Index
99.3093 Latitude
34:58:20.78 Longitude
-99:20:08.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21355 Vault Link
http://plansrv1/bridgemaintvault/b21355 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.97243889 Longitude DD
-99.33562222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21451 x
-11057990.8831634 y
4160136.32979425 |
|||||||||||||||||||||||||||||||||||||
| 21354 | 7421 1492WX | 21354 | Washington | U.S. 75 | CANEY RIVER | 7421 1492WX | 60ft.,4-100ft.,80ft. PREST | 1986 | 36.640564 | -95.935658 | 540 | 40 | — | 6 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21450 BRKEY
21354 NBI No.
21354 On Under
1 Structure No.
7421 1492WX Control No.
021 Lane Ind.
W Milepoint
14920 Facility Carried
U.S. 75 Feature Intersected
CANEY RIVER Division
08 County
147 Location
6.5 MI S JCT US 60 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
540 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.2 HS Inv. Rating Method
1 HS Inv. Method
38.1 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
11520 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21354 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.,4-100ft.,80ft. PREST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1492WX H Index
97.9121 Latitude
36:38:26.03 Longitude
-95:56:08.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21354 Vault Link
http://plansrv1/bridgemaintvault/b21354 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
36.640564 Longitude DD
-95.935658 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21450 x
-10679508.5974776 y
4389123.7662778 |
|||||||||||||||||||||||||||||||||||||
| 21353 | 6334 0701 X | 21353 | Pottawatomie | S.H. 59 | SALT CREEK | 6334 0701 X | 5-100ft. PRESTRESSED C | 1986 | 35.08558056 | -96.81301944 | 504.921 | 41.995 | — | 5 | 40 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 680 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21449 BRKEY
21353 NBI No.
21353 On Under
1 Structure No.
6334 0701 X Control No.
034 Lane Ind.
Milepoint
07010 Facility Carried
S.H. 59 Feature Intersected
SALT CREEK Division
03 County
125 Location
7.1 MI E JCT US 177 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1986 ADT Total
680 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
5 Road Width
40.026 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
504.921 Deck Width
41.995 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
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
96.3 HS Inv. Rating Method
1 HS Inv. Method
42.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2042 Bypass Detour
29.825817 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
21353 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6334 0701 X H Index
99.5253 Latitude
35:05:08.09 Longitude
-96:48:46.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21353 Vault Link
http://plansrv1/bridgemaintvault/b21353 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
35.08558056 Longitude DD
-96.81301944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21449 x
-10777176.0262201 y
4175517.29068425 |
|||||||||||||||||||||||||||||||||||||
| 21351 | 0818 0412 X | 21351 | Caddo | S.H. 9 | WASHITA RIVER | 0818 0412 X | 4-100ft. PRESTRESSED C | 1986 | 35.11763333 | -98.56506667 | 401.903 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21447 BRKEY
21351 NBI No.
21351 On Under
1 Structure No.
0818 0412 X Control No.
018 Lane Ind.
Milepoint
04120 Facility Carried
S.H. 9 Feature Intersected
WASHITA RIVER Division
07 County
015 Location
4 MI E KIOWA C/L Sufficiency
83.6 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1986 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401.903 Deck Width
42.001 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
6 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21351 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0412 X H Index
97.2833 Latitude
35:07:03.48 Longitude
-98:33:54.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55 NBI Text
21351 Vault Link
http://plansrv1/bridgemaintvault/b21351 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.11763333 Longitude DD
-98.56506667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21447 x
-10972213.0317095 y
4179878.55658267 |
|||||||||||||||||||||||||||||||||||||
| 21055 | 4904 0085WX | 21055 | Mayes | U.S. 69 | SALT CREEK | 4904 0085WX | 100ft. PREST CONC BM SPAN | 1985 | 36.32008889 | -95.31435 | 102.001 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21434 BRKEY
21055 NBI No.
21055 On Under
1 Structure No.
4904 0085WX Control No.
004 Lane Ind.
W Milepoint
00850 Facility Carried
U.S. 69 Feature Intersected
SALT CREEK Division
08 County
097 Location
0.9 MI N SH 20 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
6050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 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.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9680 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21055 ODOT County
49 Nav. Control
0 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
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 0085WX H Index
97.0375 Latitude
36:19:12.32 Longitude
-95:18:51.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21055 Vault Link
http://plansrv1/bridgemaintvault/b21055 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.32008889 Longitude DD
-95.31435 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21434 x
-10610344.9072919 y
4344754.96725852 |
|||||||||||||||||||||||||||||||||||||
| 21339 | 2402 0132SX | 21339 | Garfield | U.S. 60 / U.S. 412 | TURKEY CREEK | 2402 0132SX | 3-90ft. PRESTRESSED CONC BM SPANS SK.45 DEG. | 1986 | 36.39083333 | -98.08083333 | 272.831 | 41.001 | — | 3 | 45 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21428 BRKEY
21339 NBI No.
21339 On Under
1 Structure No.
2402 0132SX Control No.
002 Lane Ind.
S Milepoint
01320 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
TURKEY CREEK Division
04 County
047 Location
1.3 MI E MAJOR C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 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
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
3750 ADT Year
2022 Design Load
HS 20 Skew
45 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
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
272.831 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
21339 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-90ft. PRESTRESSED CONC BM SPANS SK.45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 0132SX H Index
96.8755 Latitude
36:23:27 Longitude
-98:04:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 & 412 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
21339 Vault Link
http://plansrv1/bridgemaintvault/b21339 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.39083333 Longitude DD
-98.08083333 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21428 x
-10918308.4228755 y
4354533.55876346 |
|||||||||||||||||||||||||||||||||||||
| 21338 | 3522 0070 X | 21338 | Johnston | S.H. 48A | BLUE RIVER | 3522 0070 X | 3-90ft. PC BMS | 1986 | 34.25130556 | -96.54941667 | 270.013 | 42.979 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21427 BRKEY
21338 NBI No.
21338 On Under
1 Structure No.
3522 0070 X Control No.
022 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 48A Feature Intersected
BLUE RIVER Division
03 County
069 Location
.7 MI N JCT SH78 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
0048A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1986 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 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
270.013 Deck Width
42.979 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.2 HS Inv. Rating Method
1 HS Inv. Method
51.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21338 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-90ft. PC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3522 0070 X H Index
88.8075 Latitude
34:15:04.7 Longitude
-96:32:57.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48A 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
21338 Vault Link
http://plansrv1/bridgemaintvault/b21338 GIS FO/SD
Meets Standards H Inv. Method
34.9 Latitude DD
34.25130556 Longitude DD
-96.54941667 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21427 x
-10747831.900092 y
4062596.34572912 |
|||||||||||||||||||||||||||||||||||||
| 21336 | 5509 0808 X | 21336 | Oklahoma | S.H. 66 | I-35 UNDER | 5509 0808 X | 100ft.-101ft. P. C. BM SPANS W/ 2-38ft. RDY & 2-4ft. S.W. | 1986 | 35.652017 | -97.424733 | 202.5 | 102.001 | — | 2 | 7 | 6 | 92.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 19200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21425 BRKEY
21336 NBI No.
21336 On Under
1 Structure No.
5509 0808 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 66 Feature Intersected
I-35 UNDER Division
04 County
109 Location
3.2 MI N OF TURNPIKE Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
5 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
14 - Other Principal Arterial (Urban) Year Built
1986 ADT Total
19200 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
2 Road Width
92.001 Ref. Underclearance Rt.
H Underclearance Right
23.999 Underclearance Left
16.9 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
75.997 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.5 Deck Width
102.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30720 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1707 Min Measured Clearance
1700 NBI Rating
21336 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
100ft.-101ft. P. C. BM SPANS W/ 2-38ft. RDY & 2-4ft. S.W. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0808 X H Index
94.3355 Latitude
35:39:07.26 Longitude
-97:25:29.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 66 ( SE 2ND ST) 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
21336 Vault Link
http://plansrv1/bridgemaintvault/b21336 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.652017 Longitude DD
-97.424733 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21425 x
-10845271.6682306 y
4252844.48773138 |