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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| 18449 | 3806 1090 X | 18449 | Kiowa | U.S. 183 | CREEK | 3806 1090 X | (12ft.-14ft.-12ft.) X 4ft. X 84ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1973 | 34.78834444 | -98.95980278 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18104 BRKEY
18449 NBI No.
18449 On Under
1 Structure No.
3806 1090 X Control No.
006 Lane Ind.
Milepoint
10900 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
9.8 MI N U.S. 62 BUS. Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
30 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
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18449 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 4ft. X 84ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1090 X H Index
97.69 Latitude
34:47:18.04 Longitude
-98:57:35.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18449 Vault Link
http://plansrv1/bridgemaintvault/b18449 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.78834444 Longitude DD
-98.95980278 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18104 x
-11016154.8544724 y
4135155.06943314 |
|||||||||||||||||||||||||||||||||||||
| 18448 | 7286 1070 X | 18448 | Tulsa | U.S. 64 | CREEK | 7286 1070 X | 3-10ft.X 12ft.X 319ft. R.C.BOX SK. 45 DEG. | 1973 | 36.14778056 | -96.07064722 | 47.9 | 0 | — | 3 | 45 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 38000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18103 BRKEY
18448 NBI No.
18448 On Under
1 Structure No.
7286 1070 X Control No.
086 Lane Ind.
Milepoint
10700 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
143 Location
10.7 MI S-E OSAGE CO Sufficiency
77.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
38000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
21 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
665.7 HS Inv. Rating Method
1 HS Inv. Method
399.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
60800 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18448 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 319ft. R.C.BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1070 X H Index
98.0022 Latitude
36:08:52.01 Longitude
-96:04:14.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18448 Vault Link
http://plansrv1/bridgemaintvault/b18448 GIS FO/SD
Meets Standards H Inv. Method
376.3 Latitude DD
36.14778056 Longitude DD
-96.07064722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18103 x
-10694535.5287106 y
4320974.84833692 |
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| 18447 | 5712 0789 X | 18447 | Osage | S.H. 18 | TATE CREEK | 5712 0789 X | (12ft.-14ft.-12ft.) X 10ft. X 54ft. R.C. BOX SK. 60 DEG. | 1973 | 36.61311389 | -96.69056389 | 47.9 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18102 BRKEY
18447 NBI No.
18447 On Under
1 Structure No.
5712 0789 X Control No.
012 Lane Ind.
Milepoint
07890 Facility Carried
S.H. 18 Feature Intersected
TATE CREEK Division
08 County
113 Location
8.0 MI.N.PAWNEE CL Sufficiency
92 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1973 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.8 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18447 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 10ft. X 54ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5712 0789 X H Index
97.6131 Latitude
36:36:47.21 Longitude
-96:41:26.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18447 Vault Link
http://plansrv1/bridgemaintvault/b18447 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
36.61311389 Longitude DD
-96.69056389 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18102 x
-10763544.3367493 y
4385316.18090109 |
|||||||||||||||||||||||||||||||||||||
| 18446 | 0428 0652 X | 18446 | Beaver | S.H. 23 | CREEK | 0428 0652 X | (13ft.-17ft.-13ft.)X 10ft.X | 1973 | 36.58964722 | -100.52275278 | 44.948 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18101 BRKEY
18446 NBI No.
18446 On Under
1 Structure No.
0428 0652 X Control No.
028 Lane Ind.
Milepoint
06520 Facility Carried
S.H. 23 Feature Intersected
CREEK Division
06 County
007 Location
1.9 MI.S. JCT. US270 Sufficiency
91.2 Kind Hwy
3 Level Service
1 Route No.
00023 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
890 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.3 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2042 Bypass Detour
49.088324 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
18446 ODOT County
04 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
(13ft.-17ft.-13ft.)X 10ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0428 0652 X H Index
82.5899 Latitude
36:35:22.73 Longitude
-100:31:21.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 23 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18446 Vault Link
http://plansrv1/bridgemaintvault/b18446 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.58964722 Longitude DD
-100.52275278 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18101 x
-11190141.6526077 y
4382062.21020163 |
|||||||||||||||||||||||||||||||||||||
| 18738 | 3625 0519WX | 18738 | Kay | I-35 | SALT FK ARK RVR O'FLOW | 3625 0519WX | 6-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS | 1975 | 36.66901111 | -97.346025 | 149.934 | 43.701 | — | 6 | 0 | 2 | 40.682 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18100 BRKEY
18738 NBI No.
18738 On Under
1 Structure No.
3625 0519WX Control No.
025 Lane Ind.
W Milepoint
05190 Facility Carried
I-35 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
071 Location
5.2 MI N NOBLE C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40.682 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1975 ADT Total
8750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
40.682 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
1 - Concrete Design
01 Length
149.934 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 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 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18738 ODOT County
36 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0519WX H Index
77.1752 Latitude
36:40:08.44 Longitude
-97:20:45.69 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18738 Vault Link
http://plansrv1/bridgemaintvault/b18738 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.66901111 Longitude DD
-97.346025 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18100 x
-10836509.9337493 y
4393071.07668315 |
|||||||||||||||||||||||||||||||||||||
| 18737 | 3625 0519EX | 18737 | Kay | I-35 | SALT FK ARK RVR O'FLOW | 3625 0519EX | 6-25ft. CONC. SLAB SPANS WITH PARAPET RAILS | 1975 | 36.66901111 | -97.34564722 | 149.934 | 43.701 | — | 6 | 0 | 2 | 40.682 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18099 BRKEY
18737 NBI No.
18737 On Under
1 Structure No.
3625 0519EX Control No.
025 Lane Ind.
E Milepoint
05190 Facility Carried
I-35 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
071 Location
5.2 MI N NOBLE C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40.682 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1975 ADT Total
8750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
40.682 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
1 - Concrete Design
01 Length
149.934 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 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 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18737 ODOT County
36 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPANS WITH PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0519EX H Index
76.2536 Latitude
36:40:08.44 Longitude
-97:20:44.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18737 Vault Link
http://plansrv1/bridgemaintvault/b18737 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.66901111 Longitude DD
-97.34564722 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18099 x
-10836467.879472 y
4393071.07668315 |
|||||||||||||||||||||||||||||||||||||
| 18736 | 5931 0200 X | 18736 | Pawnee | S.H. 18 | CIMARRON TP (US412) UND | 5931 0200 X | 2 - 75 FT.11 IN. PC BEAM SPANS | 1974 | 36.224639 | -96.784153 | 151.833 | 47.001 | — | 2 | 0 | 2 | 44.833 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18098 BRKEY
18736 NBI No.
18736 On Under
1 Structure No.
5931 0200 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 18 Feature Intersected
CIMARRON TP (US412) UND Division
08 County
117 Location
4.4 MI N PAYNE CO Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
44.833 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
44.833 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.833 Deck Width
47.001 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1610 Max Measured Clearance
1708 Min Measured Clearance
1705 NBI Rating
18736 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 75 FT.11 IN. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931 0200 X H Index
99.6539 Latitude
36:13:28.7 Longitude
-96:47:02.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 18 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36.61 NBI Text
18736 Vault Link
http://plansrv1/bridgemaintvault/b18736 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
36.224639 Longitude DD
-96.784153 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18098 x
-10773962.6288183 y
4331575.53955457 |
|||||||||||||||||||||||||||||||||||||
| 18735 | 5505 0176EX | 18735 | Oklahoma | I-44 NB | SW 44TH ST. UNDER | 5505 0176EX | 40ft.-71ft.-40ft. CONT. PLATE GIRDER SPANS SK.74 DEG.08ft.23ft. | 1974 | 35.42055 | -97.578669 | 155.499 | 75.299 | — | 3 | 16 | 4 | 69.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 55650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18097 BRKEY
18735 NBI No.
18735 On Under
1 Structure No.
5505 0176EX Control No.
005 Lane Ind.
E Milepoint
01760 Facility Carried
I-44 NB Feature Intersected
SW 44TH ST. UNDER Division
04 County
109 Location
1.7 MI N I-240 Sufficiency
85.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
69.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
55650 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
69.301 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
69.301 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
155.499 Deck Width
75.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
89040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1606 Min Measured Clearance
1603 NBI Rating
18735 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-71ft.-40ft. CONT. PLATE GIRDER SPANS SK.74 DEG.08ft.23ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0176EX H Index
93.4059 Latitude
35:25:13.98 Longitude
-97:34:43.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18735 Vault Link
http://plansrv1/bridgemaintvault/b18735 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.42055 Longitude DD
-97.578669 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18097 x
-10862407.7453654 y
4221180.09512627 |
|||||||||||||||||||||||||||||||||||||
| 18734 | 5505 0176WX | 18734 | Oklahoma | I-44 SB | SW 44TH ST. UNDER | 5505 0176WX | 40ft.-75ft.-40ft. CONT. PLATE GIRDER SPANS SK.60 DEG.00ft.30ft. | 1974 | 35.420556 | -97.579483 | 159.8 | 75.299 | — | 3 | 24 | 4 | 69.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.3 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 62850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18096 BRKEY
18734 NBI No.
18734 On Under
1 Structure No.
5505 0176WX Control No.
005 Lane Ind.
W Milepoint
01760 Facility Carried
I-44 SB Feature Intersected
SW 44TH ST. UNDER Division
04 County
109 Location
1.7 MI N I-240 Sufficiency
84.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
69.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
62850 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
3 Road Width
69.301 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
69.301 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
159.8 Deck Width
75.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
100560 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
1600 Max Measured Clearance
1606 Min Measured Clearance
1603 NBI Rating
18734 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-75ft.-40ft. CONT. PLATE GIRDER SPANS SK.60 DEG.00ft.30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0176WX H Index
93.2975 Latitude
35:25:14 Longitude
-97:34:46.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18734 Vault Link
http://plansrv1/bridgemaintvault/b18734 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.420556 Longitude DD
-97.579483 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18096 x
-10862498.3594309 y
4221180.91473677 |
|||||||||||||||||||||||||||||||||||||
| 18733 | 7717 0079 X | 18733 | Woodward | S.H. 50 | SAND CREEK | 7717 0079 X | 5-30ft. CONC. SLAB SPS | 1974 | 36.322214 | -99.228542 | 149.934 | 34.8 | — | 5 | 0 | 2 | 32.152 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | 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 | 440 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18095 BRKEY
18733 NBI No.
18733 On Under
1 Structure No.
7717 0079 X Control No.
017 Lane Ind.
Milepoint
00790 Facility Carried
S.H. 50 Feature Intersected
SAND CREEK Division
06 County
153 Location
.8 MI N JCT US 183 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.201 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
440 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
34.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.3 HS Inv. Rating Method
1 HS Inv. Method
42.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
704 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
18733 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.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30ft. CONC. SLAB SPS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7717 0079 X H Index
95.4124 Latitude
36:19:19.97 Longitude
-99:13:42.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18733 Vault Link
http://plansrv1/bridgemaintvault/b18733 GIS FO/SD
Meets Standards H Inv. Method
26.1 Latitude DD
36.322214 Longitude DD
-99.228542 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18095 x
-11046070.767599 y
4345048.57942362 |
|||||||||||||||||||||||||||||||||||||
| 18631 | 4603 1767 X | 18631 | McIntosh | U.S. 69 | TOWN BRANCH | 4603 1767 X | (2) 10ft. X 5ft. X 182.5ft. LONG RCB | 1974 | 35.46532778 | -95.540475 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 17000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18094 BRKEY
18631 NBI No.
18631 On Under
1 Structure No.
4603 1767 X Control No.
003 Lane Ind.
Milepoint
17670 Facility Carried
U.S. 69 Feature Intersected
TOWN BRANCH Division
01 County
091 Location
0.5 N JCT I-40 Sufficiency
73.3 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
1974 ADT Total
17000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27200 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18631 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 182.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 1767 X H Index
99.2766 Latitude
35:27:55.18 Longitude
-95:32:25.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1767 NBI Text
18631 Vault Link
http://plansrv1/bridgemaintvault/b18631 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.46532778 Longitude DD
-95.540475 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18094 x
-10635517.0271475 y
4227298.51916752 |
|||||||||||||||||||||||||||||||||||||
| 18630 | 6912 0657 X | 18630 | Stephens | S.H. 29 | EAST BRANCH CLEAR CREEK | 6912 0657 X | 2-10ft. X 7ft. X 168ft. R.C. BOX | 1974 | 34.63785 | -97.84734167 | 22.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18093 BRKEY
18630 NBI No.
18630 On Under
1 Structure No.
6912 0657 X Control No.
012 Lane Ind.
Milepoint
06570 Facility Carried
S.H. 29 Feature Intersected
EAST BRANCH CLEAR CREEK Division
07 County
137 Location
6.6 MI E JCT US 81 Sufficiency
74.6 Kind Hwy
3 Level Service
1 Route No.
00029 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
1974 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36.79 HS Inv. Rating Method
2 HS Inv. Method
22.07 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2042 Bypass Detour
47.2 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
18630 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 168ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 0657 X H Index
100 Latitude
34:38:16.26 Longitude
-97:50:50.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
18630 Vault Link
http://plansrv1/bridgemaintvault/b18630 GIS FO/SD
Meets Standards H Inv. Method
17.58 Latitude DD
34.63785 Longitude DD
-97.84734167 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18093 x
-10892316.2501799 y
4114774.66697563 |
|||||||||||||||||||||||||||||||||||||
| 18629 | 4532 0297 X | 18629 | McCurtain | S.H. 98 | CREEK | 4532 0297 X | (2) 10ft. X 8ft. X 86ft. LONG RCB | 1974 | 34.02981111 | -95.01768611 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18092 BRKEY
18629 NBI No.
18629 On Under
1 Structure No.
4532 0297 X Control No.
032 Lane Ind.
Milepoint
02970 Facility Carried
S.H. 98 Feature Intersected
CREEK Division
02 County
089 Location
9.7 S JCT SH-3 Sufficiency
88.7 Kind Hwy
3 Level Service
1 Route No.
00098 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
46.4 HS Inv. Rating Method
2 HS Inv. Method
27.9 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4320 Future ADT Year
2042 Bypass Detour
9.941939 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
18629 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 86ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4532 0297 X H Index
100 Latitude
34:01:47.32 Longitude
-95:01:03.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 98 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
83 NBI Text
18629 Vault Link
http://plansrv1/bridgemaintvault/b18629 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
34.02981111 Longitude DD
-95.01768611 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18092 x
-10577320.4341203 y
4032805.63260769 |
|||||||||||||||||||||||||||||||||||||
| 18628 | 0112 0235 X | 18628 | Adair | S.H. 10 | MCKENNA FALLS BR. | 0112 0235 X | 2-10'X 8'X 40' R.C.B. | 1974 | 36.15721389 | -94.78289722 | 22.966 | 40 | — | 2 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18091 BRKEY
18628 NBI No.
18628 On Under
1 Structure No.
0112 0235 X Control No.
012 Lane Ind.
Milepoint
02350 Facility Carried
S.H. 10 Feature Intersected
MCKENNA FALLS BR. Division
01 County
001 Location
2.3 MI NE CHEROKEE CO Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.029 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.6 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18628 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10'X 8'X 40' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0112 0235 X H Index
96.506 Latitude
36:09:25.97 Longitude
-94:46:58.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18628 NBI Text
18628 Vault Link
http://plansrv1/bridgemaintvault/b18628 GIS FO/SD
Meets Standards H Inv. Method
24.4 Latitude DD
36.15721389 Longitude DD
-94.78289722 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18091 x
-10551183.8544416 y
4322275.37950605 |
|||||||||||||||||||||||||||||||||||||
| 18627 | 0114 0230 X | 18627 | Adair | S.H. 51 | TITANIC CREEK | 0114 0230 X | 2-10ft.X 10ft.X 49ft. R.C. BOX | 1937 | 35.88930833 | -94.76888333 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18090 BRKEY
18627 NBI No.
18627 On Under
1 Structure No.
0114 0230 X Control No.
014 Lane Ind.
Milepoint
02300 Facility Carried
S.H. 51 Feature Intersected
TITANIC CREEK Division
01 County
001 Location
2.3 MI.SE.CHEROKEE CL Sufficiency
77.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 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
1937 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
31.068559 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
18627 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 49ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0114 0230 X H Index
80.04 Latitude
35:53:21.51 Longitude
-94:46:07.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18627 NBI Text
18627 Vault Link
http://plansrv1/bridgemaintvault/b18627 GIS FO/SD
Meets Standards H Inv. Method
25.3 Latitude DD
35.88930833 Longitude DD
-94.76888333 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18090 x
-10549623.8353427 y
4285401.03887009 |
|||||||||||||||||||||||||||||||||||||
| 18626 | 2548 0152 X | 18626 | Garvin | S.H. 145 | CREEK | 2548 0152 X | 2-10ft.X12ft.X94ft. 3ft. ADD | 1974 | 34.82615556 | -97.28296389 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18089 BRKEY
18626 NBI No.
18626 On Under
1 Structure No.
2548 0152 X Control No.
048 Lane Ind.
Milepoint
01520 Facility Carried
S.H. 145 Feature Intersected
CREEK Division
03 County
049 Location
1.4 MI E JCT I-35 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00145 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.81 HS Inv. Rating Method
2 HS Inv. Method
29.88 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.728227 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
18626 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X94ft. 3ft. ADD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2548 0152 X H Index
95.38 Latitude
34:49:34.16 Longitude
-97:16:58.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 145 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18626 Vault Link
http://plansrv1/bridgemaintvault/b18626 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
34.82615556 Longitude DD
-97.28296389 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18089 x
-10829490.0030952 y
4140281.40331407 |
|||||||||||||||||||||||||||||||||||||
| 18539 | 6034T0275 X | 18539 | Payne | CO. RD. E0540 | CIMARRON TP UNDER | 6034T0275 X | 86ft. - 88ft. PC BEAM SPANS | 1973 | 36.23297222 | -96.91630833 | 173.501 | 27.001 | — | 2 | 30 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 3650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18088 BRKEY
18539 NBI No.
18539 On Under
1 Structure No.
6034T0275 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0540 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
.8 MI NE GLENCOE Sufficiency
69.5 Kind Hwy
4 Level Service
1 Route No.
E0540 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3650 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.501 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
60.848 HS Inv. Rating Method
1 HS Inv. Method
27.778 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1711 Min Measured Clearance
1700 NBI Rating
18539 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
86ft. - 88ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0275 X H Index
100 Latitude
36:13:58.7 Longitude
-96:54:58.71 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0540 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29.18 NBI Text
18539 Vault Link
http://plansrv1/bridgemaintvault/b18539 GIS FO/SD
FO H Inv. Method
24.251 Latitude DD
36.23297222 Longitude DD
-96.91630833 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18088 x
-10788674.0928595 y
4332725.52348216 |
|||||||||||||||||||||||||||||||||||||
| 18538 | 6035T0223 X | 18538 | Payne | CO. RD. N3350 | CIMARRON TP UNDER | 6035T0223 X | 84ft.-86ft. PC BEAM SPANS, SK 65 RF | 1973 | 36.20978056 | -97.03413056 | 170 | 27.001 | — | 2 | 25 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18087 BRKEY
18538 NBI No.
18538 On Under
1 Structure No.
6035T0223 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3350 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
2 MI NE JCT US 177 Sufficiency
72.8 Kind Hwy
4 Level Service
1 Route No.
N3350 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.533 HS Inv. Rating Method
1 HS Inv. Method
26.566 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1802 Min Measured Clearance
1707 NBI Rating
18538 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
84ft.-86ft. PC BEAM SPANS, SK 65 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0223 X H Index
99.9874 Latitude
36:12:35.21 Longitude
-97:02:02.87 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3350 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.95A NBI Text
18538 Vault Link
http://plansrv1/bridgemaintvault/b18538 GIS FO/SD
Meets Standards H Inv. Method
25.353 Latitude DD
36.20978056 Longitude DD
-97.03413056 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18087 x
-10801790.0035072 y
4329525.37955324 |
|||||||||||||||||||||||||||||||||||||
| 18537 | 5515 0148 X | 18537 | Oklahoma | FAU 9370 (SE 66 ST | I-35 UNDER | 5515 0148 X | 2-84ft. CONT. PLATE GIRDER SPANS WITH 2-10ft. SIDEWALKS | 1973 | 35.399139 | -97.495217 | 172.001 | 101.801 | — | 2 | 0 | 6 | 80 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18086 BRKEY
18537 NBI No.
18537 On Under
1 Structure No.
5515 0148 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9370 (SE 66 ST Feature Intersected
I-35 UNDER Division
04 County
109 Location
1.5 MI N CLEVELAND CO Sufficiency
89.9 Kind Hwy
5 Level Service
1 Route No.
09370 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
80 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1973 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
10.2 Underclearance Left
8.497 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
172.001 Deck Width
101.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1810 Max Measured Clearance
2002 Min Measured Clearance
1711 NBI Rating
18537 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
10 Rt. Curb SW
10 Description
2-84ft. CONT. PLATE GIRDER SPANS WITH 2-10ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0148 X H Index
94.871 Latitude
35:23:56.9 Longitude
-97:29:42.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.E. 66TH STREET 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
18537 Vault Link
http://plansrv1/bridgemaintvault/b18537 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.399139 Longitude DD
-97.495217 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18086 x
-10853117.9112197 y
4218255.70368491 |
|||||||||||||||||||||||||||||||||||||
| 18536 | 7286 1473SX | 18536 | Tulsa | U.S. 64 EB | QUANAH AVE. UNDER | 7286 1473SX | 46ft.-69ft.-46ft.CONT. PLA | 1973 | 36.15619444 | -96.00717778 | 165.026 | 51.801 | — | 3 | 0 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 27500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18085 BRKEY
18536 NBI No.
18536 On Under
1 Structure No.
7286 1473SX Control No.
086 Lane Ind.
S Milepoint
14730 Facility Carried
U.S. 64 EB Feature Intersected
QUANAH AVE. UNDER Division
08 County
143 Location
14.5 MI S-E OSAGE CO Sufficiency
78.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
27500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
165.026 Deck Width
51.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1807 Min Measured Clearance
1806 NBI Rating
18536 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46ft.-69ft.-46ft.CONT. PLA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1473SX H Index
81.4223 Latitude
36:09:22.3 Longitude
-96:00:25.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18536 Vault Link
http://plansrv1/bridgemaintvault/b18536 GIS FO/SD
Meets Standards H Inv. Method
27.3 Latitude DD
36.15619444 Longitude DD
-96.00717778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18085 x
-10687470.1429689 y
4322134.82493737 |
|||||||||||||||||||||||||||||||||||||
| 18535 | 7286 1473NX | 18535 | Tulsa | U.S. 64 WB | QUANAH AVE. UNDER | 7286 1473NX | 46ft.-69ft.-46ft. CONT. WE | 1973 | 36.15654444 | -96.00729722 | 165.026 | 51.801 | — | 3 | 0 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18084 BRKEY
18535 NBI No.
18535 On Under
1 Structure No.
7286 1473NX Control No.
086 Lane Ind.
N Milepoint
14730 Facility Carried
U.S. 64 WB Feature Intersected
QUANAH AVE. UNDER Division
08 County
143 Location
14.5 MI S-E OSAGE CO Sufficiency
78.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
28600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
165.026 Deck Width
51.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
45760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1707 Min Measured Clearance
1701 NBI Rating
18535 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46ft.-69ft.-46ft. CONT. WE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1473NX H Index
80.8428 Latitude
36:09:23.56 Longitude
-96:00:26.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18535 Vault Link
http://plansrv1/bridgemaintvault/b18535 GIS FO/SD
Meets Standards H Inv. Method
27.3 Latitude DD
36.15654444 Longitude DD
-96.00729722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18084 x
-10687483.4389689 y
4322183.08026037 |
|||||||||||||||||||||||||||||||||||||
| 18534 | 7286 1003SX | 18534 | Tulsa | U.S. 64 EB | 81ST W. AVE. UNDER | 7286 1003SX | 162ft. CONT. STEEL RIG | 1973 | 36.14278056 | -96.08366944 | 163.058 | 51.401 | — | 1 | 21 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18083 BRKEY
18534 NBI No.
18534 On Under
1 Structure No.
7286 1003SX Control No.
086 Lane Ind.
S Milepoint
10030 Facility Carried
U.S. 64 EB Feature Intersected
81ST W. AVE. UNDER Division
08 County
143 Location
10.0 MI S-E OSAGE CO Sufficiency
86.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6 Underclearance Left
12 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
163.058 Deck Width
51.401 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.5 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1706 Min Measured Clearance
1702 NBI Rating
18534 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
162ft. CONT. STEEL RIG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1003SX H Index
90.3373 Latitude
36:08:34.01 Longitude
-96:05:01.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18534 Vault Link
http://plansrv1/bridgemaintvault/b18534 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
36.14278056 Longitude DD
-96.08366944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18083 x
-10695985.15561 y
4320285.58404346 |
|||||||||||||||||||||||||||||||||||||
| 18445 | 1606 0426 X | 18445 | Comanche | U.S. 62 | CREEK | 1606 0426 X | 3-12ft.X 12ft.X 84ft. R.C.BOX | 1973 | 34.84448333 | -98.38709444 | 40.026 | 83.999 | — | 3 | 0 | 2 | 82.031 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18082 BRKEY
18445 NBI No.
18445 On Under
1 Structure No.
1606 0426 X Control No.
006 Lane Ind.
Milepoint
04260 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
0.7 MI. S. CADDO CL Sufficiency
87.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1973 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.031 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
46.1 HS Inv. Rating Method
2 HS Inv. Method
27.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4960 Future ADT Year
2042 Bypass Detour
24.854848 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
18445 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 12ft.X 84ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1606 0426 X H Index
98.7259 Latitude
34:50:40.14 Longitude
-98:23:13.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
18445 Vault Link
http://plansrv1/bridgemaintvault/b18445 GIS FO/SD
Meets Standards H Inv. Method
13.9 Latitude DD
34.84448333 Longitude DD
-98.38709444 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18082 x
-10952401.2536905 y
4142767.08179373 |
|||||||||||||||||||||||||||||||||||||
| 18444 | 6242 0216 X | 18444 | Pontotoc | S.H. 3 | CREEK | 6242 0216 X | 3-10ft. X 10ft. X 186ft. | 1973 | 34.72497222 | -96.63307778 | 46.916 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18081 BRKEY
18444 NBI No.
18444 On Under
1 Structure No.
6242 0216 X Control No.
042 Lane Ind.
Milepoint
02160 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
03 County
123 Location
2.4 MI S-E SH 3 JCT Sufficiency
80.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.7 HS Inv. Rating Method
1 HS Inv. Method
38.21 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18444 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 186ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0216 X H Index
98.02 Latitude
34:43:29.9 Longitude
-96:37:59.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18444 Vault Link
http://plansrv1/bridgemaintvault/b18444 GIS FO/SD
Meets Standards H Inv. Method
21.23 Latitude DD
34.72497222 Longitude DD
-96.63307778 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18081 x
-10757145.0122564 y
4126568.49476659 |
|||||||||||||||||||||||||||||||||||||
| 18443 | 1641 0180 X | 18443 | Kiowa | S.H. 49 | CREEK | 1641 0180 X | (13ft.-17ft.-13ft.) X 9ft. X 32ft. RDY. R.C.B. W/ 3ft. ADDL. CURTAIN WALLS AND HANDRAIL. | 1973 | 34.739614 | -98.794072 | 46.916 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18080 BRKEY
18443 NBI No.
18443 On Under
1 Structure No.
1641 0180 X Control No.
041 Lane Ind.
Milepoint
01800 Facility Carried
S.H. 49 Feature Intersected
CREEK Division
05 County
075 Location
1.8 MI E KIOWA C/L Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00049 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
50 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.6 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
26.718961 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
18443 ODOT County
16 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 9ft. X 32ft. RDY. R.C.B. W/ 3ft. ADDL. CURTAIN WALLS AND HANDRAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1641 0180 X H Index
93.4 Latitude
34:44:22.61 Longitude
-98:47:38.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 49 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18443 Vault Link
http://plansrv1/bridgemaintvault/b18443 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
34.739614 Longitude DD
-98.794072 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18080 x
-10997705.788434 y
4128551.78727417 |
|||||||||||||||||||||||||||||||||||||
| 18442 | 6925 0087 X | 18442 | Stephens | S.H. 7 | WILLOW CREEK | 6925 0087 X | 3-12ft.X 11ft.X 306ft. R.C. BOX SK. 10 DEG. | 1973 | 34.49158056 | -97.95405556 | 41.001 | 0 | — | 3 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18079 BRKEY
18442 NBI No.
18442 On Under
1 Structure No.
6925 0087 X Control No.
025 Lane Ind.
Milepoint
00870 Facility Carried
S.H. 7 Feature Intersected
WILLOW CREEK Division
07 County
137 Location
0.9 MI E US 81 DUNCAN Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
9100 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
26 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.3 HS Inv. Rating Method
1 HS Inv. Method
55.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14560 Future ADT Year
2042 Bypass Detour
2.5 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
18442 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 11ft.X 306ft. R.C. BOX SK. 10 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0087 X H Index
99.6459 Latitude
34:29:29.69 Longitude
-97:57:14.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53 NBI Text
18442 Vault Link
http://plansrv1/bridgemaintvault/b18442 GIS FO/SD
Meets Standards H Inv. Method
30.7 Latitude DD
34.49158056 Longitude DD
-97.95405556 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18079 x
-10904195.5860752 y
4095001.83541124 |
|||||||||||||||||||||||||||||||||||||
| 18441 | 6242 0001 XR | 18441 | Pontotoc | S.H. 3 (RAMP) | CLEAR BOGGY CREEK | 6242 0001 X | 3-12ft.X12ft.X129.5ft. RDY | 1973 | 34.749944 | -96.656769 | 41.01 | 0 | — | 3 | 15 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18078 BRKEY
18441 NBI No.
18441 On Under
1 Structure No.
6242 0001 XR Control No.
042 Lane Ind.
Milepoint
00010 Facility Carried
S.H. 3 (RAMP) Feature Intersected
CLEAR BOGGY CREEK Division
03 County
123 Location
2.4 MI S-E SH 1 Sufficiency
91.5 Kind Hwy
3 Level Service
7 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
7.874 Underclearance Left
3.937 Deck Structure Type
N No. Lanes
1 Fill RCB
11 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.6 HS Inv. Rating Method
1 HS Inv. Method
31.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18441 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X12ft.X129.5ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
6242 0001 X H Index
98.68 Latitude
34:44:59.8 Longitude
-96:39:24.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 (RAMP) Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18441 Vault Link
http://plansrv1/bridgemaintvault/b18441 GIS FO/SD
Meets Standards H Inv. Method
24.6 Latitude DD
34.749944 Longitude DD
-96.656769 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18078 x
-10759782.3068031 y
4129951.24196291 |
|||||||||||||||||||||||||||||||||||||
| 18714 | 0634 0291 X | 18714 | Blaine | S.H. 51 ALT. | U.S. GYPSUM RD. UNDER | 0634 0291 X | 35ft.-46ft.-35ft. P/S CONC. BEAM SPANS, SK. 10 DEG. L.F. | 1974 | 36.09522222 | -98.47621111 | 117.126 | 35 | — | 3 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18076 BRKEY
18714 NBI No.
18714 On Under
1 Structure No.
0634 0291 X Control No.
034 Lane Ind.
Milepoint
02910 Facility Carried
S.H. 51 ALT. Feature Intersected
U.S. GYPSUM RD. UNDER Division
05 County
011 Location
2.9 MI. N JCT S.H. 51 Sufficiency
92.1 Kind Hwy
3 Level Service
2 Route No.
0051A Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
620 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
117.126 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.8 HS Inv. Rating Method
3 HS Inv. Method
47.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
992 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
1710 Max Measured Clearance
1911 Min Measured Clearance
1902 NBI Rating
18714 ODOT County
06 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-46ft.-35ft. P/S CONC. BEAM SPANS, SK. 10 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0634 0291 X H Index
60.8182 Latitude
36:05:42.8 Longitude
-98:28:34.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51A Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
18714 Vault Link
http://plansrv1/bridgemaintvault/b18714 GIS FO/SD
Meets Standards H Inv. Method
47.6 Latitude DD
36.09522222 Longitude DD
-98.47621111 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18076 x
-10962321.6760161 y
4313731.72548523 |
|||||||||||||||||||||||||||||||||||||
| 18713 | 0851 0195 X | 18713 | Caddo | S.H. 146 | COBB CREEK | 0851 0195 X | 3-35ft. PRESTRESSED CONC. BM. SPANS | 1974 | 35.13756111 | -98.43020556 | 107.94 | 35 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 990 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18075 BRKEY
18713 NBI No.
18713 On Under
1 Structure No.
0851 0195 X Control No.
051 Lane Ind.
Milepoint
01950 Facility Carried
S.H. 146 Feature Intersected
COBB CREEK Division
07 County
015 Location
2 MI N JCT SH 9 Sufficiency
90.1 Kind Hwy
3 Level Service
1 Route No.
00146 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
990 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
107.94 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2042 Bypass Detour
34.175415 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
18713 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0851 0195 X H Index
99.1968 Latitude
35:08:15.22 Longitude
-98:25:48.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 146 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104 NBI Text
18713 Vault Link
http://plansrv1/bridgemaintvault/b18713 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.13756111 Longitude DD
-98.43020556 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18075 x
-10957200.3616164 y
4182590.89854216 |
|||||||||||||||||||||||||||||||||||||
| 18712 | 6912R0324 X | 18712 | Stephens | S.H. 29 | MCCUBBIN CREEK | 6912 0324 X | 3-30ft. CONC. SLAB SPANS | 1974 | 34.637917 | -97.906061 | 89.902 | 45.699 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.4 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
18074 BRKEY
18712 NBI No.
18712 On Under
1 Structure No.
6912R0324 X Control No.
012 Lane Ind.
Milepoint
03240 Facility Carried
S.H. 29 Feature Intersected
MCCUBBIN CREEK Division
07 County
137 Location
3.3 MI E JCT US 81 Sufficiency
89.4 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
2600 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.001 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
89.902 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.7 HS Inv. Rating Method
1 HS Inv. Method
47.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2038 Bypass Detour
47.2 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
18712 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6912 0324 X H Index
94.9017 Latitude
34:38:16.5 Longitude
-97:54:21.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18 NBI Text
18712 Vault Link
http://plansrv1/bridgemaintvault/b18712 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
34.637917 Longitude DD
-97.906061 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18074 x
-10898852.8560952 y
4114783.73207265 |
|||||||||||||||||||||||||||||||||||||
| 18709 | 7209 0053EX | 18709 | Tulsa | I-244 | 48 ST. UNDER | 7209 0053EX | 83ft. PLT GRDR SPAN | 1974 | 36.09379722 | -96.03454722 | 84.974 | 43.635 | — | 1 | 0 | 2 | 40.682 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18071 BRKEY
18709 NBI No.
18709 On Under
1 Structure No.
7209 0053EX Control No.
009 Lane Ind.
E Milepoint
00530 Facility Carried
I-244 Feature Intersected
48 ST. UNDER Division
08 County
143 Location
0.5 MI N I-44 Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.682 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
9850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40.682 Ref. Underclearance Rt.
H Underclearance Right
7.598 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
84.974 Deck Width
43.635 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.9 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1503 Min Measured Clearance
1501 NBI Rating
18709 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
83ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0053EX H Index
74.8211 Latitude
36:05:37.67 Longitude
-96:02:04.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18709 Vault Link
http://plansrv1/bridgemaintvault/b18709 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
36.09379722 Longitude DD
-96.03454722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18071 x
-10690516.895093 y
4313535.41214684 |
|||||||||||||||||||||||||||||||||||||
| 18625 | 2548 0074 X | 18625 | Garvin | S.H. 145 | CREEK | 2548 0074 X | 2-10ft.X 8ft.X 84ft. RDY R.C. BOX WITH 3ft. ADDITIONAL CURTAIN WALLS SK. 60 DEG. | 1974 | 34.826175 | -97.29670556 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18070 BRKEY
18625 NBI No.
18625 On Under
1 Structure No.
2548 0074 X Control No.
048 Lane Ind.
Milepoint
00740 Facility Carried
S.H. 145 Feature Intersected
CREEK Division
03 County
049 Location
.06 MI. E JCT I-35 Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00145 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
99.99 HS Inv. Rating Method
2 HS Inv. Method
97.67 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.728227 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
18625 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 84ft. RDY R.C. BOX WITH 3ft. ADDITIONAL CURTAIN WALLS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2548 0074 X H Index
97.1916 Latitude
34:49:34.23 Longitude
-97:17:48.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 145 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18625 Vault Link
http://plansrv1/bridgemaintvault/b18625 GIS FO/SD
Meets Standards H Inv. Method
54.26 Latitude DD
34.826175 Longitude DD
-97.29670556 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18070 x
-10831019.7188023 y
4140284.03954409 |
|||||||||||||||||||||||||||||||||||||
| 18533 | 7286 1003NX | 18533 | Tulsa | U.S. 64 WB | 81ST W. AVE. UNDER | 7286 1003NX | 162ft. CONT. STEEL RIGID FRAME SPAN | 1973 | 36.14316667 | -96.08367222 | 163.058 | 51.801 | — | 1 | 21 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 29.8 | Failed (0) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 26300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18064 BRKEY
18533 NBI No.
18533 On Under
1 Structure No.
7286 1003NX Control No.
086 Lane Ind.
N Milepoint
10030 Facility Carried
U.S. 64 WB Feature Intersected
81ST W. AVE. UNDER Division
08 County
143 Location
10.0 MI S-E OSAGE CO Sufficiency
29.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1973 ADT Total
26300 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6 Underclearance Left
12 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
163.058 Deck Width
51.801 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 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
42080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1605 Min Measured Clearance
1602 NBI Rating
18533 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
162ft. CONT. STEEL RIGID FRAME SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1003NX H Index
80.6498 Latitude
36:08:35.4 Longitude
-96:05:01.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18533 Vault Link
http://plansrv1/bridgemaintvault/b18533 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.14316667 Longitude DD
-96.08367222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18064 x
-10695985.4650782 y
4320338.80884541 |
|||||||||||||||||||||||||||||||||||||
| 18532 | 5239T0617 X | 18532 | Noble | CIMARRON TP | OAK CREEK | 5239T0617 X | 43ft.-79ft.-43ft. PC BEAM SPANS | 1973 | 36.25351389 | -96.96894444 | 164.042 | 86.001 | — | 3 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.1 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18063 BRKEY
18532 NBI No.
18532 On Under
1 Structure No.
5239T0617 X Control No.
039 Lane Ind.
Milepoint
06170 Facility Carried
CIMARRON TP Feature Intersected
OAK CREEK Division
04 County
103 Location
.5 MI N COUNTY LINE Sufficiency
55.1 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.9 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18532 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
43ft.-79ft.-43ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0617 X H Index
88.2707 Latitude
36:15:12.65 Longitude
-96:58:08.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.74 NBI Text
18532 Vault Link
http://plansrv1/bridgemaintvault/b18532 GIS FO/SD
Meets Standards H Inv. Method
22.9 Latitude DD
36.25351389 Longitude DD
-96.96894444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18063 x
-10794533.517822 y
4335560.79643157 |
|||||||||||||||||||||||||||||||||||||
| 18531 | 3902 0470 X | 18531 | Latimer | U.S. 270 | GAINES CREEK | 3902 0470 X | 50ft.-60ft.-50ft. PRESTRES | 1973 | 34.89530833 | -95.43724444 | 162.999 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18062 BRKEY
18531 NBI No.
18531 On Under
1 Structure No.
3902 0470 X Control No.
002 Lane Ind.
Milepoint
04700 Facility Carried
U.S. 270 Feature Intersected
GAINES CREEK Division
02 County
077 Location
4.70 E PITTSBURG C/L Sufficiency
94.8 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
06 - Minor Arterial (Rural) Year Built
1973 ADT Total
3000 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
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.999 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
22.990734 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
18531 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
50ft.-60ft.-50ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3902 0470 X H Index
98.9524 Latitude
34:53:43.11 Longitude
-95:26:14.08 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
002 NBI Text
18531 Vault Link
http://plansrv1/bridgemaintvault/b18531 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.89530833 Longitude DD
-95.43724444 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18062 x
-10624025.453774 y
4149663.04996764 |
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| 18530 | 5507 0300WX | 18530 | Oklahoma | I-44 SB | DEEP FORK CR & ST UNDER | 5507 0300WX | 74ft.-92ft. CONT. PLATE GIRDER SPANS SK. 76 DEG.08ft. | 1973 | 35.50311111 | -97.57746389 | 168.809 | 95.082 | — | 2 | 14 | 5 | 92.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.2 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 76500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18061 BRKEY
18530 NBI No.
18530 On Under
1 Structure No.
5507 0300WX Control No.
007 Lane Ind.
W Milepoint
03000 Facility Carried
I-44 SB Feature Intersected
DEEP FORK CR & ST UNDER Division
04 County
109 Location
3.0 MI N I-40 Sufficiency
81.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
92.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1973 ADT Total
76500 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
2 Road Width
92.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
92.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
168.809 Deck Width
95.082 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
6 Super Rating
7 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.478 HS Inv. Rating Method
1 HS Inv. Method
30.865 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
122400 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
1310 Max Measured Clearance
1403 Min Measured Clearance
1401 NBI Rating
18530 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
74ft.-92ft. CONT. PLATE GIRDER SPANS SK. 76 DEG.08ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0300WX H Index
88.6109 Latitude
35:30:11.2 Longitude
-97:34:38.87 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB 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
18530 Vault Link
http://plansrv1/bridgemaintvault/b18530 GIS FO/SD
Meets Standards H Inv. Method
22.597 Latitude DD
35.50311111 Longitude DD
-97.57746389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18061 x
-10862273.5931338 y
4232463.87363398 |
|||||||||||||||||||||||||||||||||||||
| 18529 | 5507 0300EX | 18529 | Oklahoma | I-44 NB | DEEP FORK CR & ST UNDER | 5507 0300EX | 74ft.-92ft. CONT. PLATE GIRDER SPANS SK. 76 DEG.08ft. | 1973 | 35.50308889 | -97.57680556 | 168.812 | 73.75 | — | 2 | 14 | 4 | 70.748 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 76500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18060 BRKEY
18529 NBI No.
18529 On Under
1 Structure No.
5507 0300EX Control No.
007 Lane Ind.
E Milepoint
03000 Facility Carried
I-44 NB Feature Intersected
DEEP FORK CR & ST UNDER Division
04 County
109 Location
3.0 MI N I-40 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
70.748 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1973 ADT Total
76500 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
2 Road Width
70.748 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
70 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
168.812 Deck Width
73.75 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.257 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
122400 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
1310 Max Measured Clearance
1402 Min Measured Clearance
1401 NBI Rating
18529 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
74ft.-92ft. CONT. PLATE GIRDER SPANS SK. 76 DEG.08ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0300EX H Index
86.0254 Latitude
35:30:11.12 Longitude
-97:34:36.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18529 Vault Link
http://plansrv1/bridgemaintvault/b18529 GIS FO/SD
FO H Inv. Method
22.377 Latitude DD
35.50308889 Longitude DD
-97.57680556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18060 x
-10862200.3081735 y
4232460.83522665 |
|||||||||||||||||||||||||||||||||||||
| 18708 | 7209 0053WX | 18708 | Tulsa | I-244 | 48 ST. UNDER | 7209 0053WX | 83ft. PLT GRDR SPAN | 1974 | 36.09404167 | -96.03476944 | 84.974 | 43.635 | — | 1 | 0 | 2 | 40.682 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18053 BRKEY
18708 NBI No.
18708 On Under
1 Structure No.
7209 0053WX Control No.
009 Lane Ind.
W Milepoint
00530 Facility Carried
I-244 Feature Intersected
48 ST. UNDER Division
08 County
143 Location
0.5 MI N I-44 Sufficiency
89.9 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.682 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
9850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40.682 Ref. Underclearance Rt.
H Underclearance Right
7.598 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
84.974 Deck Width
43.635 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.9 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1600 Min Measured Clearance
1510 NBI Rating
18708 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
83ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0053WX H Index
77.9667 Latitude
36:05:38.55 Longitude
-96:02:05.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18708 Vault Link
http://plansrv1/bridgemaintvault/b18708 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
36.09404167 Longitude DD
-96.03476944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18053 x
-10690541.6325102 y
4313569.08824166 |
|||||||||||||||||||||||||||||||||||||
| 18706 | 1120 1980 X | 18706 | Cherokee | S.H. 82 | PARKHILL CREEK | 1120 1980 X | 4-15ft.X 10ft.X 75ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS | 1974 | 35.85308056 | -94.97513611 | 64.961 | 75 | — | 4 | 0 | 2 | 72.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18051 BRKEY
18706 NBI No.
18706 On Under
1 Structure No.
1120 1980 X Control No.
020 Lane Ind.
Milepoint
19800 Facility Carried
S.H. 82 Feature Intersected
PARKHILL CREEK Division
01 County
021 Location
19.8 MI N SEQUOYAH CL Sufficiency
84.2 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
9600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
72.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 Deck Width
75 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
15360 Future ADT Year
2042 Bypass Detour
62.75849 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
18706 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.X 10ft.X 75ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1120 1980 X H Index
98.3444 Latitude
35:51:11.09 Longitude
-94:58:30.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
18706 Vault Link
http://plansrv1/bridgemaintvault/b18706 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.85308056 Longitude DD
-94.97513611 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18051 x
-10572583.789787 y
4280424.26952351 |
|||||||||||||||||||||||||||||||||||||
| 18705 | 2908 0620 X | 18705 | Harmon | S.H. 30 | CREEK | 2908 0620 X | (13ft.-17ft.-13ft.)X4ft.X40ft. RDY. R.C.B. SK. 45 DEG. L.F. | 1974 | 34.77171667 | -99.91230278 | 64.961 | 42.001 | — | 3 | 45 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | 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 | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18050 BRKEY
18705 NBI No.
18705 On Under
1 Structure No.
2908 0620 X Control No.
008 Lane Ind.
Milepoint
06200 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
057 Location
6.2 MI N JCT U.S. 62 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00030 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
1974 ADT Total
410 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 Deck Width
42.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.8 HS Inv. Rating Method
1 HS Inv. Method
28.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2042 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18705 ODOT County
29 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.)X4ft.X40ft. RDY. R.C.B. SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2908 0620 X H Index
92.07 Latitude
34:46:18.18 Longitude
-99:54:44.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18705 Vault Link
http://plansrv1/bridgemaintvault/b18705 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
34.77171667 Longitude DD
-99.91230278 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18050 x
-11122186.669453 y
4132901.46348169 |
|||||||||||||||||||||||||||||||||||||
| 18704 | 4042 0330 X | 18704 | Le Flore | S.H. 83 | HORSE PEN CREEK | 4042 0294 X | (4) 15ft. X 10ft. X 40ft. RCB | 1974 | 34.98565833 | -94.58119444 | 65 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18049 BRKEY
18704 NBI No.
18704 On Under
1 Structure No.
4042 0330 X Control No.
042 Lane Ind.
Milepoint
03300 Facility Carried
S.H. 83 Feature Intersected
HORSE PEN CREEK Division
02 County
079 Location
3.30 E JCT US-59 Sufficiency
79.5 Kind Hwy
3 Level Service
1 Route No.
00083 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.6 HS Inv. Rating Method
2 HS Inv. Method
25 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2042 Bypass Detour
39.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18704 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 15ft. X 10ft. X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4042 0294 X H Index
98.4285 Latitude
34:59:08.37 Longitude
-94:34:52.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 83 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
160 NBI Text
18704 Vault Link
http://plansrv1/bridgemaintvault/b18704 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
34.98565833 Longitude DD
-94.58119444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18049 x
-10528730.4036804 y
4161932.33915447 |
|||||||||||||||||||||||||||||||||||||
| 18528 | 5931T1691 X | 18528 | Pawnee | CO. RD. N3640 | CIMARRON TP UNDER | 5931T1691 X | 2-79ft. PC BEAM SPANS | 1973 | 36.21959167 | -96.517925 | 163.058 | 27.001 | — | 2 | 21 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18041 BRKEY
18528 NBI No.
18528 On Under
1 Structure No.
5931T1691 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3640 Feature Intersected
CIMARRON TP UNDER Division
08 County
117 Location
3 MI'S E SH 99 Sufficiency
73.3 Kind Hwy
4 Level Service
1 Route No.
N3640 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
5700 ADT Year
2022 Design Load
H 20 Skew
21 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
163.058 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
68.564 HS Inv. Rating Method
1 HS Inv. Method
33.18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1707 Min Measured Clearance
1700 NBI Rating
18528 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-79ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T1691 X H Index
98.9325 Latitude
36:13:10.53 Longitude
-96:31:04.53 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3640 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51.53 NBI Text
18528 Vault Link
http://plansrv1/bridgemaintvault/b18528 GIS FO/SD
FO H Inv. Method
28.66 Latitude DD
36.21959167 Longitude DD
-96.517925 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18041 x
-10744326.2634234 y
4330879.06785635 |
|||||||||||||||||||||||||||||||||||||
| 18527 | 5238T1373 X | 18527 | Noble | CO. RD. N3320 | CIMARRON TP UNDER | 5238T1373 X | 2-79ft. PC BEAM SPANS, SK 69 LF | 1973 | 36.38620278 | -97.08573889 | 162.073 | 27.001 | — | 2 | 21 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.2 | Fair (5) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 3030 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18040 BRKEY
18527 NBI No.
18527 On Under
1 Structure No.
5238T1373 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3320 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
1 MI E US 177 Sufficiency
62.2 Kind Hwy
4 Level Service
1 Route No.
N3320 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3030 ADT Year
2022 Design Load
H 20 Skew
21 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.073 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
51.698 HS Inv. Rating Method
1 HS Inv. Method
24.361 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4848 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1704 Min Measured Clearance
1610 NBI Rating
18527 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-79ft. PC BEAM SPANS, SK 69 LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T1373 X H Index
99.629 Latitude
36:23:10.33 Longitude
-97:05:08.66 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3320 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.57 NBI Text
18527 Vault Link
http://plansrv1/bridgemaintvault/b18527 GIS FO/SD
FO H Inv. Method
21.054 Latitude DD
36.38620278 Longitude DD
-97.08573889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18040 x
-10807535.0165235 y
4353893.23288072 |
|||||||||||||||||||||||||||||||||||||
| 18526 | 4420 1546 X | 18526 | McClain | S.H. 59 | FINN CREEK | 4420 1546 X | 3-50ft. PRESTRESSED CO | 1973 | 34.913431 | -97.456244 | 151.903 | 35.105 | — | 3 | 30 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18039 BRKEY
18526 NBI No.
18526 On Under
1 Structure No.
4420 1546 X Control No.
020 Lane Ind.
Milepoint
15460 Facility Carried
S.H. 59 Feature Intersected
FINN CREEK Division
03 County
087 Location
2.8 MI.W. JCT. SH74 Sufficiency
99.6 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
1973 ADT Total
450 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
02 Length
151.903 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.
1 Deck Rating
7 Super Rating
8 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
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
11.806053 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
18526 ODOT County
44 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
3-50ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4420 1546 X H Index
99.9757 Latitude
34:54:48.35 Longitude
-97:27:22.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18526 Vault Link
http://plansrv1/bridgemaintvault/b18526 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.913431 Longitude DD
-97.456244 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18039 x
-10848779.456705 y
4152122.97698394 |
|||||||||||||||||||||||||||||||||||||
| 18525 | 3806 1191 X | 18525 | Kiowa | U.S. 183 | GLEN CREEK | 3806 1191 X | 48ft.-56ft.-48ft. CONT. I-BM SPANS, SK. 28 DEG. R.F. | 1973 | 34.79717778 | -98.97326944 | 152.749 | 45.751 | — | 3 | 28 | 2 | 43.602 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18038 BRKEY
18525 NBI No.
18525 On Under
1 Structure No.
3806 1191 X Control No.
006 Lane Ind.
Milepoint
11910 Facility Carried
U.S. 183 Feature Intersected
GLEN CREEK Division
05 County
075 Location
10.8 MI N U.S. 62 BUS. Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.602 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
43.602 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
152.749 Deck Width
45.751 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18525 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
48ft.-56ft.-48ft. CONT. I-BM SPANS, SK. 28 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1191 X H Index
90.7417 Latitude
34:47:49.84 Longitude
-98:58:23.77 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
NBI Text
18525 Vault Link
http://plansrv1/bridgemaintvault/b18525 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.79717778 Longitude DD
-98.97326944 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18038 x
-11017653.9562063 y
4136352.46032304 |
|||||||||||||||||||||||||||||||||||||
| 18524 | 6034T0636 X | 18524 | Payne | 6040C | CIMARRON TP UNDER | 6034T0636 X | 2-75ft. PC BEAM SPANS | 1973 | 36.22498611 | -96.85441667 | 150 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18037 BRKEY
18524 NBI No.
18524 On Under
1 Structure No.
6034T0636 X Control No.
Lane Ind.
Milepoint
Facility Carried
6040C Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
4 MIS E GLENCOE Sufficiency
92.9 Kind Hwy
4 Level Service
1 Route No.
6040C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60.4 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1707 Min Measured Clearance
1611 NBI Rating
18524 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0636 X H Index
100 Latitude
36:13:29.95 Longitude
-96:51:15.9 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
6040C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.69 NBI Text
18524 Vault Link
http://plansrv1/bridgemaintvault/b18524 GIS FO/SD
Meets Standards H Inv. Method
32.7 Latitude DD
36.22498611 Longitude DD
-96.85441667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18037 x
-10781784.3447839 y
4331623.43827084 |
|||||||||||||||||||||||||||||||||||||
| 18523 | 5931T0693 X | 18523 | Pawnee | N3540 | CIMARRON TP UNDER | 5931T0693 X | 2-75ft. PC BEAM SPANS | 1973 | 36.22478056 | -96.69562778 | 152.887 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18036 BRKEY
18523 NBI No.
18523 On Under
1 Structure No.
5931T0693 X Control No.
Lane Ind.
Milepoint
Facility Carried
N3540 Feature Intersected
CIMARRON TP UNDER Division
08 County
117 Location
1 MI SW MARAMEC Sufficiency
90.7 Kind Hwy
4 Level Service
1 Route No.
M3540 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
11.417 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.887 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.2 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1706 Min Measured Clearance
1611 NBI Rating
18523 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T0693 X H Index
99.8172 Latitude
36:13:29.21 Longitude
-96:41:44.26 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
N3540 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41.57 NBI Text
18523 Vault Link
http://plansrv1/bridgemaintvault/b18523 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.22478056 Longitude DD
-96.69562778 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18036 x
-10764108.0464055 y
4331595.07380414 |
|||||||||||||||||||||||||||||||||||||
| 18428 | 3506 1349 X | 18428 | Johnston | S.H. 7 | CREEK | 3506 1349 X | 3-10ft.X6ft.X84ft. RC BOX | 1973 | 34.37479722 | -96.41309722 | 33.136 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18030 BRKEY
18428 NBI No.
18428 On Under
1 Structure No.
3506 1349 X Control No.
006 Lane Ind.
Milepoint
13490 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
03 County
069 Location
.7 MI E JCT SH48 Sufficiency
69.6 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
44.15 HS Inv. Rating Method
2 HS Inv. Method
26.48 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2240 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18428 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X84ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3506 1349 X H Index
97.9629 Latitude
34:22:29.27 Longitude
-96:24:47.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18428 Vault Link
http://plansrv1/bridgemaintvault/b18428 GIS FO/SD
Meets Standards H Inv. Method
14.6 Latitude DD
34.37479722 Longitude DD
-96.41309722 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18030 x
-10732656.8883328 y
4079239.85019742 |
|||||||||||||||||||||||||||||||||||||
| 18613 | 1706R0000WX | 18613 | Cotton | I-44 | RED RIVER | 1706R0000WX | 12 (4-81ft. CONT.) PLATE GRIDER SPANS WITH 2-18ft. SAFETY CURBS | 1963 | 34.10333333 | -98.54 | 3889.108 | 32.999 | — | 48 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.2 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5700 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
18023 BRKEY
18613 NBI No.
18613 On Under
1 Structure No.
1706R0000WX Control No.
006 Lane Ind.
W Milepoint
00000 Facility Carried
I-44 Feature Intersected
RED RIVER Division
07 County
033 Location
OKLA-TEXAS STATE LINE Sufficiency
64.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
5700 ADT Year
2002 Design Load
HS 20 Skew
0 No. Main Spans
48 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
3889.108 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
9120 Future ADT Year
2022 Bypass Detour
75.807285 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
18613 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12 (4-81ft. CONT.) PLATE GRIDER SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1706R0000WX H Index
75.5088 Latitude
34:06:12 Longitude
-98:32:24 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
100 NBI Text
18613 Vault Link
http://plansrv1/bridgemaintvault/b18613 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.10333333 Longitude DD
-98.54 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18023 x
-10969422.6227692 y
4042685.62149907 |
|||||||||||||||||||||||||||||||||||||
| 18612 | 3304R0061SX | 18612 | Jackson | U.S. 62 | SALT FORK RED RIVER | 3304 0061SX | 60ft.(10-100ft.)60ft. P/S CONC. BEAM SPANS | 1973 | 34.63758333 | -99.41075 | 1123.031 | 45.801 | — | 12 | 0 | 2 | 42.799 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
18022 BRKEY
18612 NBI No.
18612 On Under
1 Structure No.
3304R0061SX Control No.
004 Lane Ind.
S Milepoint
00610 Facility Carried
U.S. 62 Feature Intersected
SALT FORK RED RIVER Division
05 County
065 Location
0.6 MI E S.H. 6 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.799 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
1950 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
42.799 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1123.031 Deck Width
45.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
8 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.075 HS Inv. Rating Method
1 HS Inv. Method
46.297 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3120 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18612 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.(10-100ft.)60ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3304 0061SX H Index
65.6268 Latitude
34:38:15.3 Longitude
-99:24:38.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18612 Vault Link
http://plansrv1/bridgemaintvault/b18612 GIS FO/SD
SD H Inv. Method
33.51 Latitude DD
34.63758333 Longitude DD
-99.41075 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18022 x
-11066354.0693774 y
4114738.58660908 |