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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| 15583 | 2710 0151 X | 15583 | Grant | U.S. 81 | SALT FORK ARKANSAS RIVER | 2710 0151 X | 50ft.(4-100ft. CONT.) & | 1962 | 36.69135278 | -97.80425556 | 603 | 42 | — | 4 | 0 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15110 BRKEY
15583 NBI No.
15583 On Under
1 Structure No.
2710 0151 X Control No.
010 Lane Ind.
Milepoint
01510 Facility Carried
U.S. 81 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
053 Location
1.6 MI N JCT US 60 Sufficiency
76 Kind Hwy
2 Level Service
1 Route No.
00081 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
1962 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
603 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15583 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.(4-100ft. CONT.) & Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 0151 X H Index
70.2199 Latitude
36:41:28.87 Longitude
-97:48:15.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15583 Vault Link
http://plansrv1/bridgemaintvault/b15583 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.69135278 Longitude DD
-97.80425556 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15110 x
-10887519.9263544 y
4396172.22160009 |
|||||||||||||||||||||||||||||||||||||
| 15490 | 5020 0646 X | 15490 | Murray | U.S. 177 | BUCK HORN CREEK | 5020 0646 X | (13ft.-17ft.-13ft.)X 12ft.X 72ft. RCBOX SK. 75 DEG. | 1962 | 34.42621667 | -96.95071111 | 47.9 | 0 | — | 3 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15107 BRKEY
15490 NBI No.
15490 On Under
1 Structure No.
5020 0646 X Control No.
020 Lane Ind.
Milepoint
06460 Facility Carried
U.S. 177 Feature Intersected
BUCK HORN CREEK Division
07 County
099 Location
6 MI S JCT SH7 Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
15 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
5 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 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
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
2720 Future ADT Year
2042 Bypass Detour
47.845582 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
15490 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 12ft.X 72ft. RCBOX SK. 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5020 0646 X H Index
98.35 Latitude
34:25:34.38 Longitude
-96:57:02.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-50 NBI Text
15490 Vault Link
http://plansrv1/bridgemaintvault/b15490 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.42621667 Longitude DD
-96.95071111 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15107 x
-10792503.792811 y
4086177.10434831 |
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| 15489 | 2718 0604 X | 15489 | Grant | S.H. 74 | ANTELOPE CREEK | 2718 0604 X | (13ft.-17ft.-13ft.) X13ft. X 32ft. R.C.BOX | 1962 | 36.78265556 | -97.55228889 | 45 | 34.003 | — | 3 | 0 | 2 | 30.65 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15106 BRKEY
15489 NBI No.
15489 On Under
1 Structure No.
2718 0604 X Control No.
018 Lane Ind.
Milepoint
06040 Facility Carried
S.H. 74 Feature Intersected
ANTELOPE CREEK Division
04 County
053 Location
6.1 MI N JCT US 60 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30.65 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
1962 ADT Total
620 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30.65 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
992 Future ADT Year
2042 Bypass Detour
25.999934 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
9999 Min Measured Clearance
9999 NBI Rating
15489 ODOT County
27 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X13ft. X 32ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2718 0604 X H Index
64.7244 Latitude
36:46:57.56 Longitude
-97:33:08.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15489 Vault Link
http://plansrv1/bridgemaintvault/b15489 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.78265556 Longitude DD
-97.55228889 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15106 x
-10859471.1249531 y
4408854.91983792 |
|||||||||||||||||||||||||||||||||||||
| 15488 | 5020 0528 X | 15488 | Murray | U.S. 177 | CHILLY CREEK | 5020 0528 X | (12ft.-14ft.-12ft.)X 10ft.X 87ft. RCBOX | 1962 | 34.40919444 | -96.95072222 | 38 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15105 BRKEY
15488 NBI No.
15488 On Under
1 Structure No.
5020 0528 X Control No.
020 Lane Ind.
Milepoint
05280 Facility Carried
U.S. 177 Feature Intersected
CHILLY CREEK Division
07 County
099 Location
7.3 MI S JCT SH7 Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
1600 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
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
38 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
2560 Future ADT Year
2042 Bypass Detour
47.845582 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
15488 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 87ft. RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5020 0528 X H Index
99.67 Latitude
34:24:33.1 Longitude
-96:57:02.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-50 NBI Text
15488 Vault Link
http://plansrv1/bridgemaintvault/b15488 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.40919444 Longitude DD
-96.95072222 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15105 x
-10792505.0295705 y
4083880.07840846 |
|||||||||||||||||||||||||||||||||||||
| 15487 | 6740 0438 X | 15487 | Seminole | U.S. 270 | CREEK | 6740 0438 X | (12ft.-14ft.-12ft.)X 10ft.X 106ft. RDY R.C.BOX | 1962 | 35.12479444 | -96.48525 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15104 BRKEY
15487 NBI No.
15487 On Under
1 Structure No.
6740 0438 X Control No.
040 Lane Ind.
Milepoint
04380 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
0.6 MI E SH 56 Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
5400 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
15 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 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
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
8640 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15487 ODOT County
67 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
(12ft.-14ft.-12ft.)X 10ft.X 106ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6740 0438 X H Index
77.882 Latitude
35:07:29.26 Longitude
-96:29:06.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15487 Vault Link
http://plansrv1/bridgemaintvault/b15487 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.12479444 Longitude DD
-96.48525 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15104 x
-10740688.8990617 y
4180853.16874637 |
|||||||||||||||||||||||||||||||||||||
| 15486 | 5571 0273 X | 15486 | Oklahoma | I-240 | LIGHTNING CREEK | 5571 0273 X | (13ft.-17ft.-13ft.)X 12ft.X 266ft. R.C.BOX WITH 3ft. CURTAIN WALLS | 1962 | 35.39107778 | -97.52684444 | 47.001 | 0 | — | 3 | 0 | 12 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 108700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15103 BRKEY
15486 NBI No.
15486 On Under
1 Structure No.
5571 0273 X Control No.
071 Lane Ind.
Milepoint
02730 Facility Carried
I-240 Feature Intersected
LIGHTNING CREEK Division
04 County
109 Location
2.7 MI E OF I-44 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
77.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
108700 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
12 Fill RCB
4 Appr. Roadway Width
202.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
173920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15486 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 12ft.X 266ft. R.C.BOX WITH 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0273 X H Index
91.4771 Latitude
35:23:27.88 Longitude
-97:31:36.64 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-240 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15486 Vault Link
http://plansrv1/bridgemaintvault/b15486 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.39107778 Longitude DD
-97.52684444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15103 x
-10856638.6617356 y
4217154.87449902 |
|||||||||||||||||||||||||||||||||||||
| 15767 | 7286R0032WX | 15767 | Tulsa | U.S. 64 | S.H. 151 UNDER | 7286 0032WX | 31ft.-40ft.-40ft.-30ft. I-BM | 1963 | 36.15805 | -96.24683056 | 142.06 | 31.001 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.8 | Serious (3) | Serious (3) | Satisfactory (6) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8000 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
15102 BRKEY
15767 NBI No.
15767 On Under
1 Structure No.
7286R0032WX Control No.
086 Lane Ind.
W Milepoint
00320 Facility Carried
U.S. 64 Feature Intersected
S.H. 151 UNDER Division
08 County
143 Location
0.3 MI SE OSAGE C/L Sufficiency
21.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 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
1963 ADT Total
8000 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
31.998 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
6 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.329 HS Inv. Rating Method
1 HS Inv. Method
25.353 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1702 Min Measured Clearance
1701 NBI Rating
15767 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft.-40ft.-40ft.-30ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0032WX H Index
49.8603 Latitude
36:09:28.98 Longitude
-96:14:48.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15767 Vault Link
http://plansrv1/bridgemaintvault/b15767 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
36.15805 Longitude DD
-96.24683056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15102 x
-10714148.1684057 y
4322390.65781396 |
|||||||||||||||||||||||||||||||||||||
| 15765 | 6340 1290SX | 15765 | Pottawatomie | I-40 | BNSF R.R. UNDER | 6340 1290SX | 3-45ft. I-BM. SPANS | 1963 | 35.38371944 | -96.91642222 | 136.155 | 46.001 | — | 3 | 0 | 3 | 42.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.2 | 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 | 11000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15100 BRKEY
15765 NBI No.
15765 On Under
1 Structure No.
6340 1290SX Control No.
040 Lane Ind.
S Milepoint
12900 Facility Carried
I-40 Feature Intersected
BNSF R.R. UNDER Division
03 County
125 Location
12.9 MI E OK C/L Sufficiency
65.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
45 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
1963 ADT Total
11000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
R Underclearance Right
18.701 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
136.155 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15765 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1290SX H Index
84.2886 Latitude
35:23:01.39 Longitude
-96:54:59.12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15765 Vault Link
http://plansrv1/bridgemaintvault/b15765 GIS FO/SD
FO H Inv. Method
23.1 Latitude DD
35.38371944 Longitude DD
-96.91642222 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15100 x
-10788686.7710363 y
4216150.12570078 |
|||||||||||||||||||||||||||||||||||||
| 15764 | 6340 1290NX | 15764 | Pottawatomie | I-40 | BNSF R.R. UNDER | 6340 1290NX | 3-45ft. I-BM. SPANS | 1963 | 35.38404722 | -96.91641944 | 136.155 | 46.001 | — | 3 | 0 | 3 | 42.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.2 | 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 | 10850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15099 BRKEY
15764 NBI No.
15764 On Under
1 Structure No.
6340 1290NX Control No.
040 Lane Ind.
N Milepoint
12900 Facility Carried
I-40 Feature Intersected
BNSF R.R. UNDER Division
03 County
125 Location
12.9 MI E OK C/L Sufficiency
65.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
45 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
1963 ADT Total
10850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
R Underclearance Right
18.681 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
136.155 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15764 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1290NX H Index
89.0386 Latitude
35:23:02.57 Longitude
-96:54:59.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15764 Vault Link
http://plansrv1/bridgemaintvault/b15764 GIS FO/SD
FO H Inv. Method
23.1 Latitude DD
35.38404722 Longitude DD
-96.91641944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15099 x
-10788686.4615681 y
4216194.88066032 |
|||||||||||||||||||||||||||||||||||||
| 15763 | 7278 0253SXF | 15763 | Tulsa | I-44 FRONTAGE RD. | TSU R.R. UNDER | 7278 0253SXF | 42ft.52ft.42ft.CONC SLAB S | 1963 | 36.0887 | -95.994967 | 138.123 | 35.105 | — | 3 | 21 | 2 | 30 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15098 BRKEY
15763 NBI No.
15763 On Under
1 Structure No.
7278 0253SXF Control No.
078 Lane Ind.
S Milepoint
02530 Facility Carried
I-44 FRONTAGE RD. Feature Intersected
TSU R.R. UNDER Division
08 County
143 Location
.5 MI E JCT US 75 Sufficiency
96.8 Kind Hwy
2 Level Service
8 Route No.
00044 Service Type On
1 Service Type Off
2 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
14 - Other Principal Arterial (Urban) Year Built
1963 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
22.999 Underclearance Left
22.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
138.123 Deck Width
35.105 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2300 Min Measured Clearance
2300 NBI Rating
15763 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.52ft.42ft.CONC SLAB S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
7278 0253SXF H Index
96.3669 Latitude
36:05:19.32 Longitude
-95:59:41.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 FRONTAGE RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
15763 Vault Link
http://plansrv1/bridgemaintvault/b15763 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.0887 Longitude DD
-95.994967 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15098 x
-10686110.8451571 y
4312833.22916066 |
|||||||||||||||||||||||||||||||||||||
| 15675 | 5422 1788 X | 15675 | Okfuskee | I-40 | CREEK | 5422 1788 X | 3-10ft.X 10ft.X 221ft. RDY | 1963 | 35.43028056 | -96.13536111 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15094 BRKEY
15675 NBI No.
15675 On Under
1 Structure No.
5422 1788 X Control No.
022 Lane Ind.
Milepoint
17880 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
107 Location
17.8 MI E SEMINOLE CO Sufficiency
77.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15600 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
4 Fill RCB
12 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24960 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
15675 ODOT County
54 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 221ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1788 X H Index
96.7414 Latitude
35:25:49.01 Longitude
-96:08:07.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15675 Vault Link
http://plansrv1/bridgemaintvault/b15675 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.43028056 Longitude DD
-96.13536111 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15094 x
-10701739.4459927 y
4222509.38689009 |
|||||||||||||||||||||||||||||||||||||
| 15674 | 7293 1777 X | 15674 | Tulsa | U.S. 75 | CREEK | 7293 1777 X | 2-10ft.X 7ft.X 246ft. R.C.BOX SK.45 DEG. WITH 4ft. CURTAIN WALLS | 1963 | 36.39989722 | -95.92018056 | 32.152 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 13800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15093 BRKEY
15674 NBI No.
15674 On Under
1 Structure No.
7293 1777 X Control No.
093 Lane Ind.
Milepoint
17770 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
08 County
143 Location
2.4 MI N JCT SH 20 Sufficiency
66.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1963 ADT Total
13800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
58.5 HS Inv. Rating Method
1 HS Inv. Method
45.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22080 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15674 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 246ft. R.C.BOX SK.45 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 1777 X H Index
98.5242 Latitude
36:23:59.63 Longitude
-95:55:12.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15674 Vault Link
http://plansrv1/bridgemaintvault/b15674 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
36.39989722 Longitude DD
-95.92018056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15093 x
-10677785.6567381 y
4355787.05016525 |
|||||||||||||||||||||||||||||||||||||
| 15673 | 4133 1144 X | 15673 | Lincoln | U.S. 177 | PECAN CREEK | 4133 1144 X | 3-10ft.X10ft.X51ft. RC 3ft.C | 1963 | 35.63025556 | -96.99946667 | 34.121 | 42.001 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15092 BRKEY
15673 NBI No.
15673 On Under
1 Structure No.
4133 1144 X Control No.
033 Lane Ind.
Milepoint
11440 Facility Carried
U.S. 177 Feature Intersected
PECAN CREEK Division
03 County
081 Location
3.6 MI. S. OF S.H. 66 Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
2700 ADT Year
2022 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.8 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
26.718961 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
15673 ODOT County
41 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.X10ft.X51ft. RC 3ft.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4133 1144 X H Index
96.7404 Latitude
35:37:48.92 Longitude
-96:59:58.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15673 Vault Link
http://plansrv1/bridgemaintvault/b15673 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
35.63025556 Longitude DD
-96.99946667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15092 x
-10797931.2369235 y
4249863.65311766 |
|||||||||||||||||||||||||||||||||||||
| 15672 | 4606 1019 X | 15672 | McIntosh | U.S. 266 | ELM CREEK TRIB. | 4606 1019 X | (3) 10ft. X 10ft. X 127ft. LONG RCB | 1963 | 35.50735 | -95.64151389 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15091 BRKEY
15672 NBI No.
15672 On Under
1 Structure No.
4606 1019 X Control No.
006 Lane Ind.
Milepoint
10190 Facility Carried
U.S. 266 Feature Intersected
ELM CREEK TRIB. Division
01 County
091 Location
0.4 W JCT SH-72 Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00266 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
07 - Major Collector (Rural) Year Built
1963 ADT Total
1100 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
16 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 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
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
1760 Future ADT Year
2042 Bypass Detour
26.718961 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
15672 ODOT County
46 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 127ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4606 1019 X H Index
67 Latitude
35:30:26.46 Longitude
-95:38:29.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-1019 NBI Text
15672 Vault Link
http://plansrv1/bridgemaintvault/b15672 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.50735 Longitude DD
-95.64151389 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15091 x
-10646764.6249326 y
4233043.52332325 |
|||||||||||||||||||||||||||||||||||||
| 15581 | 4317R0808EX | 15581 | Love | I-35 | U.S. 77 & BNSF R.R. UN | 4317 0808EX | 3-55ft.,48ft.,55ft.,63ft.,66 | 1962 | 33.835053 | -97.131553 | 498.031 | 32.999 | — | 9 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14200 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15090 BRKEY
15581 NBI No.
15581 On Under
1 Structure No.
4317R0808EX Control No.
017 Lane Ind.
E Milepoint
08080 Facility Carried
I-35 Feature Intersected
U.S. 77 & BNSF R.R. UN Division
07 County
085 Location
8.1 MI N S/L Sufficiency
65.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
14200 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
9.301 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
498.031 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 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
53.021 HS Inv. Rating Method
1 HS Inv. Method
31.747 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22720 Future ADT Year
2040 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
2201 NBI Rating
15581 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-55ft.,48ft.,55ft.,63ft.,66 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0808EX H Index
75.6402 Latitude
33:50:06.19 Longitude
-97:07:53.59 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17 NBI Text
15581 Vault Link
http://plansrv1/bridgemaintvault/b15581 GIS FO/SD
Meets Standards H Inv. Method
18.519 Latitude DD
33.835053 Longitude DD
-97.131553 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15090 x
-10812635.0199199 y
4006675.11980222 |
|||||||||||||||||||||||||||||||||||||
| 15580 | 4317R0808WX | 15580 | Love | I-35 | U.S. 77 & BNSF R.R. UN | 4317 0808WX | 3-55ft.,48ft.,55ft.,63ft.,66 | 1962 | 33.834692 | -97.131753 | 498.031 | 32.999 | — | 9 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 12800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15089 BRKEY
15580 NBI No.
15580 On Under
1 Structure No.
4317R0808WX Control No.
017 Lane Ind.
W Milepoint
08080 Facility Carried
I-35 Feature Intersected
U.S. 77 & BNSF R.R. UN Division
07 County
085 Location
8.1 MI N S/L Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
12800 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
9.199 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
498.031 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
53.021 HS Inv. Rating Method
1 HS Inv. Method
31.747 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20480 Future ADT Year
2040 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15580 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-55ft.,48ft.,55ft.,63ft.,66 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0808WX H Index
71.7135 Latitude
33:50:04.89 Longitude
-97:07:54.31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107 /17A NBI Text
15580 Vault Link
http://plansrv1/bridgemaintvault/b15580 GIS FO/SD
Meets Standards H Inv. Method
18.519 Latitude DD
33.834692 Longitude DD
-97.131753 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15089 x
-10812657.283818 y
4006626.74016859 |
|||||||||||||||||||||||||||||||||||||
| 15579 | 0304 0587EX | 15579 | Atoka | U.S. 69 | NORTH BOGGY CREEK | 0304 0587EX | 125ft.-160ft.-125ft. CONT. | 1962 | 34.44010833 | -96.07347778 | 412.5 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15088 BRKEY
15579 NBI No.
15579 On Under
1 Structure No.
0304 0587EX Control No.
004 Lane Ind.
E Milepoint
05870 Facility Carried
U.S. 69 Feature Intersected
NORTH BOGGY CREEK Division
02 County
005 Location
5.8 MI.N.OF SH7 WEST Sufficiency
83.1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1962 ADT Total
7800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
412.5 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.8 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15579 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
125ft.-160ft.-125ft. CONT. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 0587EX H Index
95.0974 Latitude
34:26:24.39 Longitude
-96:04:24.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19 NBI Text
15579 Vault Link
http://plansrv1/bridgemaintvault/b15579 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
34.44010833 Longitude DD
-96.07347778 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15088 x
-10694850.6252085 y
4088052.02929809 |
|||||||||||||||||||||||||||||||||||||
| 15577 | 5906 1321 X | 15577 | Pawnee | U.S. 64 | BEAR CREEK | 5906 1321 X | 5-77ft. I-BM. SPANS WI | 1962 | 36.22867222 | -96.39133611 | 385 | 40 | — | 5 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.4 | 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 | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15086 BRKEY
15577 NBI No.
15577 On Under
1 Structure No.
5906 1321 X Control No.
006 Lane Ind.
Milepoint
13210 Facility Carried
U.S. 64 Feature Intersected
BEAR CREEK Division
08 County
117 Location
7.6 MI S JCT SH 99 Sufficiency
81.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
5800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
385 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.4 HS Inv. Rating Method
1 HS Inv. Method
31.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15577 ODOT County
59 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
5-77ft. I-BM. SPANS WI Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 1321 X H Index
57.9452 Latitude
36:13:43.22 Longitude
-96:23:28.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15577 Vault Link
http://plansrv1/bridgemaintvault/b15577 GIS FO/SD
Meets Standards H Inv. Method
23.6 Latitude DD
36.22867222 Longitude DD
-96.39133611 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15086 x
-10730234.4526485 y
4332132.10840325 |
|||||||||||||||||||||||||||||||||||||
| 15576 | 6823 1984SX | 15576 | Sequoyah | I-40 E.B. | R.R-GARRISON CREEK UNDER | 6823 1984SX | 4-90ft. CONT. I-BM. SPANS SK. 45 DEG. | 1962 | 35.4284 | -94.49141389 | 363 | 32 | — | 4 | 45 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15085 BRKEY
15576 NBI No.
15576 On Under
1 Structure No.
6823 1984SX Control No.
023 Lane Ind.
S Milepoint
19840 Facility Carried
I-40 E.B. Feature Intersected
R.R-GARRISON CREEK UNDER Division
01 County
135 Location
19.8 MI E US59 Sufficiency
79.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
7 Vertical Clearance
_ 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
1962 ADT Total
8300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
12 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
363 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
85.5 HS Inv. Rating Method
1 HS Inv. Method
51.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15576 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-90ft. CONT. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1984SX H Index
86.2787 Latitude
35:25:42.24 Longitude
-94:29:29.09 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15576 Vault Link
http://plansrv1/bridgemaintvault/b15576 GIS FO/SD
Meets Standards H Inv. Method
28.5 Latitude DD
35.4284 Longitude DD
-94.49141389 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15085 x
-10518736.0785713 y
4222252.47107651 |
|||||||||||||||||||||||||||||||||||||
| 15485 | 6740 0243 X | 15485 | Seminole | U.S. 270 | CREEK | 6740 0243 X | (12ft.-14ft.-12ft.)X 11ft.X 105ft. RDY R.C.BOX SK. 60 DEG. W/ 3ft. CURTAIN WALLS | 1962 | 35.13701389 | -96.51598889 | 47.9 | 43.999 | — | 3 | 30 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15084 BRKEY
15485 NBI No.
15485 On Under
1 Structure No.
6740 0243 X Control No.
040 Lane Ind.
Milepoint
02430 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
0.8 MI SE SH 59 Sufficiency
87.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
43.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 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
6240 Future ADT Year
2042 Bypass Detour
4.97097 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
15485 ODOT County
67 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
(12ft.-14ft.-12ft.)X 11ft.X 105ft. RDY R.C.BOX SK. 60 DEG. W/ 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6740 0243 X H Index
85.0512 Latitude
35:08:13.25 Longitude
-96:30:57.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15485 Vault Link
http://plansrv1/bridgemaintvault/b15485 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.13701389 Longitude DD
-96.51598889 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15084 x
-10744110.736644 y
4182516.40833804 |
|||||||||||||||||||||||||||||||||||||
| 15484 | 0904 0196 X | 15484 | Canadian | I-40 BUS. | TARGET CREEK | 0904 0196 X | (12ft.-14ft.-12ft.)X 11ft.X 130ft. R.C.BOX WITH 4ft. CURTAIN WALLS | 1962 | 35.53702222 | -98.02373056 | 40.2 | 132.5 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15083 BRKEY
15484 NBI No.
15484 On Under
1 Structure No.
0904 0196 X Control No.
004 Lane Ind.
Milepoint
01960 Facility Carried
I-40 BUS. Feature Intersected
TARGET CREEK Division
04 County
017 Location
1.9 MI. E. JCT. I40 Sufficiency
83.2 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1962 ADT Total
2300 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
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
72.5 Span Type Main
M Material
1 - Concrete Design
19 Length
40.2 Deck Width
132.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
3680 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15484 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 11ft.X 130ft. R.C.BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0904 0196 X H Index
97.6877 Latitude
35:32:13.28 Longitude
-98:01:25.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. (OLD US 66) Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
15484 Vault Link
http://plansrv1/bridgemaintvault/b15484 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.53702222 Longitude DD
-98.02373056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15083 x
-10911951.7715962 y
4237101.92688172 |
|||||||||||||||||||||||||||||||||||||
| 15483 | 3237 0126 X | 15483 | Hughes | U.S. 270 | CREEK | 3237 0126 X | (12ft.-14ft.-12ft.)X14ft.X10 | 1962 | 35.10644444 | -96.44793611 | 48.885 | 43.963 | — | 3 | 30 | 2 | 43.963 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15082 BRKEY
15483 NBI No.
15483 On Under
1 Structure No.
3237 0126 X Control No.
037 Lane Ind.
Milepoint
01260 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
063 Location
1.3 MI E SEMINOLE CO Sufficiency
92.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 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
1962 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 Deck Width
43.963 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7040 Future ADT Year
2042 Bypass Detour
21.747992 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
15483 ODOT County
32 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
(12ft.-14ft.-12ft.)X14ft.X10 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3237 0126 X H Index
91.0643 Latitude
35:06:23.2 Longitude
-96:26:52.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15483 Vault Link
http://plansrv1/bridgemaintvault/b15483 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.10644444 Longitude DD
-96.44793611 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15082 x
-10736535.1358274 y
4178355.94341917 |
|||||||||||||||||||||||||||||||||||||
| 15761 | 1649 1515EX | 15761 | Comanche | I-44 NB | S.H. 49 UNDER | 1649 1515EX | 35ft.-57ft.-35ft. I-BM. SPANS SK.35 DEG.46ft. | 1963 | 34.711017 | -98.397233 | 128.937 | 41.001 | — | 3 | 35 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15078 BRKEY
15761 NBI No.
15761 On Under
1 Structure No.
1649 1515EX Control No.
049 Lane Ind.
E Milepoint
15150 Facility Carried
I-44 NB Feature Intersected
S.H. 49 UNDER Division
07 County
031 Location
JCT.I-44 & SH49 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
10300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
3 - Steel Design
02 Length
128.937 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58 HS Inv. Rating Method
3 HS Inv. Method
44.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1602 Min Measured Clearance
1506 NBI Rating
15761 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-57ft.-35ft. I-BM. SPANS SK.35 DEG.46ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1515EX H Index
89.5679 Latitude
34:42:39.66 Longitude
-98:23:50.04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 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
147 NBI Text
15761 Vault Link
http://plansrv1/bridgemaintvault/b15761 GIS FO/SD
Meets Standards H Inv. Method
44.5 Latitude DD
34.711017 Longitude DD
-98.397233 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15078 x
-10953529.8730271 y
4124678.5267075 |
|||||||||||||||||||||||||||||||||||||
| 15760 | 1649 1515WX | 15760 | Comanche | I-44 SB | S.H. 49 UNDER | 1649 1515WX | 35ft.-57ft.-35ft. I-BM. SPANS SK.35 DEG | 1963 | 34.71111111 | -98.3978 | 128.937 | 41.001 | — | 3 | 35 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Good (7) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15077 BRKEY
15760 NBI No.
15760 On Under
1 Structure No.
1649 1515WX Control No.
049 Lane Ind.
W Milepoint
15150 Facility Carried
I-44 SB Feature Intersected
S.H. 49 UNDER Division
07 County
031 Location
JCT.I-44 & SH49 Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9550 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
3 - Steel Design
02 Length
128.937 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1601 Min Measured Clearance
1500 NBI Rating
15760 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-57ft.-35ft. I-BM. SPANS SK.35 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1515WX H Index
86.9076 Latitude
34:42:40 Longitude
-98:23:52.08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 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
148 NBI Text
15760 Vault Link
http://plansrv1/bridgemaintvault/b15760 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.71111111 Longitude DD
-98.3978 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15077 x
-10953592.9911784 y
4124691.27104175 |
|||||||||||||||||||||||||||||||||||||
| 15759 | 5422 0625SX | 15759 | Okfuskee | I-40 | GREENLEAF CREEK | 5422 0625SX | 3-40ft. I-BM SPANS | 1963 | 35.41422222 | -96.33776667 | 121.063 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15076 BRKEY
15759 NBI No.
15759 On Under
1 Structure No.
5422 0625SX Control No.
022 Lane Ind.
S Milepoint
06250 Facility Carried
I-40 Feature Intersected
GREENLEAF CREEK Division
03 County
107 Location
6.3 MI E SEMINOLE CO Sufficiency
84.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15759 ODOT County
54 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
3-40ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0625SX H Index
86.6344 Latitude
35:24:51.2 Longitude
-96:20:15.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15759 Vault Link
http://plansrv1/bridgemaintvault/b15759 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.41422222 Longitude DD
-96.33776667 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15076 x
-10724271.1298656 y
4220315.74327865 |
|||||||||||||||||||||||||||||||||||||
| 15758 | 5422 0625NX | 15758 | Okfuskee | I-40 | GREENLEAF CREEK | 5422 0625NX | 3-40ft. IBM. SPANS | 1963 | 35.414825 | -96.33801389 | 121.063 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Poor (4) | Fair (5) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15075 BRKEY
15758 NBI No.
15758 On Under
1 Structure No.
5422 0625NX Control No.
022 Lane Ind.
N Milepoint
06250 Facility Carried
I-40 Feature Intersected
GREENLEAF CREEK Division
03 County
107 Location
6.3 MI E SEMINOLE CO Sufficiency
68.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15758 ODOT County
54 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
3-40ft. IBM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0625NX H Index
70.0872 Latitude
35:24:53.37 Longitude
-96:20:16.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15758 Vault Link
http://plansrv1/bridgemaintvault/b15758 GIS FO/SD
SD H Inv. Method
23 Latitude DD
35.414825 Longitude DD
-96.33801389 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15075 x
-10724298.6502701 y
4220398.07792004 |
|||||||||||||||||||||||||||||||||||||
| 15757 | 1649 0256WX | 15757 | Comanche | I-44 SB | WOLF CREEK O'FLOW | 1649 0256WX | 3-40ft. I-BM. SPANS | 1963 | 34.544625 | -98.41254722 | 121.063 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15074 BRKEY
15757 NBI No.
15757 On Under
1 Structure No.
1649 0256WX Control No.
049 Lane Ind.
W Milepoint
02560 Facility Carried
I-44 SB Feature Intersected
WOLF CREEK O'FLOW Division
07 County
031 Location
2.5 MI.N. JCT. SH 36 Sufficiency
92.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15757 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0256WX H Index
99.1724 Latitude
34:32:40.65 Longitude
-98:24:45.17 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
104 NBI Text
15757 Vault Link
http://plansrv1/bridgemaintvault/b15757 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.544625 Longitude DD
-98.41254722 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15074 x
-10955234.6441994 y
4102168.41178237 |
|||||||||||||||||||||||||||||||||||||
| 15756 | 1649 0256EX | 15756 | Comanche | I-44 NB | WOLF CREEK O'FLOW | 1649 0256EX | 3-40ft. I-BM. SPANS | 1963 | 34.54455 | -98.41220278 | 121.063 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15073 BRKEY
15756 NBI No.
15756 On Under
1 Structure No.
1649 0256EX Control No.
049 Lane Ind.
E Milepoint
02560 Facility Carried
I-44 NB Feature Intersected
WOLF CREEK O'FLOW Division
07 County
031 Location
2.5 MI.N. JCT. SH 36 Sufficiency
92.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15756 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0256EX H Index
99.0591 Latitude
34:32:40.38 Longitude
-98:24:43.93 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
15756 Vault Link
http://plansrv1/bridgemaintvault/b15756 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.54455 Longitude DD
-98.41220278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15073 x
-10955196.301314 y
4102158.27567432 |
|||||||||||||||||||||||||||||||||||||
| 15671 | 1411 0789 X | 15671 | Cleveland | S.H. 9 | CREEK | 1411 0789 X | 2-10ft.X 8ft.X 128ft. RDY | 1963 | 35.18926944 | -97.27875 | 32.152 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 9100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15072 BRKEY
15671 NBI No.
15671 On Under
1 Structure No.
1411 0789 X Control No.
011 Lane Ind.
Milepoint
07890 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
027 Location
7.9 MI E JCT US 77 Sufficiency
84.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1963 ADT Total
9100 ADT Year
2022 Design Load
HS 20 Skew
45 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
13 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
79.85 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14560 Future ADT Year
2042 Bypass Detour
55.923407 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
15671 ODOT County
14 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 128ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1411 0789 X H Index
91.648 Latitude
35:11:21.37 Longitude
-97:16:43.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15671 Vault Link
http://plansrv1/bridgemaintvault/b15671 GIS FO/SD
Meets Standards H Inv. Method
66.35 Latitude DD
35.18926944 Longitude DD
-97.27875 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15072 x
-10829020.9150062 y
4189631.94471524 |
|||||||||||||||||||||||||||||||||||||
| 15670 | 4133 0663 X | 15670 | Lincoln | U.S. 177 | WILD HORSE CREEK | 4133 0663 X | 3-10ft.X12ft.X60ft. RC BOX | 1963 | 35.56020556 | -96.99916944 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15071 BRKEY
15670 NBI No.
15670 On Under
1 Structure No.
4133 0663 X Control No.
033 Lane Ind.
Milepoint
06630 Facility Carried
U.S. 177 Feature Intersected
WILD HORSE CREEK Division
03 County
081 Location
6.7 MI N POTT C/L Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
3000 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.79 HS Inv. Rating Method
1 HS Inv. Method
43.67 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
26.718961 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
15670 ODOT County
41 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.X12ft.X60ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4133 0663 X H Index
97.69 Latitude
35:33:36.74 Longitude
-96:59:57.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15670 Vault Link
http://plansrv1/bridgemaintvault/b15670 GIS FO/SD
Meets Standards H Inv. Method
22.96 Latitude DD
35.56020556 Longitude DD
-96.99916944 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15071 x
-10797898.1494313 y
4240273.86176793 |
|||||||||||||||||||||||||||||||||||||
| 15669 | 1706 0528 X | 15669 | Cotton | I-44 | CREEK | 1706 0528 X | 2-10ft.X 4ft.X 120ft. R.C. BOX SK. 45 DEG. WITH 2ft. CURTAIN WALLS | 1963 | 34.16888889 | -98.50472222 | 30.84 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15070 BRKEY
15669 NBI No.
15669 On Under
1 Structure No.
1706 0528 X Control No.
006 Lane Ind.
Milepoint
05280 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
033 Location
5.3 N OK. TEXAS LINE Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 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
7600 ADT Year
2022 Design Load
HS 20 Skew
45 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
4 Appr. Roadway Width
35 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 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
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15669 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 120ft. R.C. BOX SK. 45 DEG. WITH 2ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1706 0528 X H Index
99.0314 Latitude
34:10:08 Longitude
-98:30:17 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104 NBI Text
15669 Vault Link
http://plansrv1/bridgemaintvault/b15669 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.16888889 Longitude DD
-98.50472222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15070 x
-10965495.5182633 y
4051502.2847404 |
|||||||||||||||||||||||||||||||||||||
| 15668 | 3838 0511 X | 15668 | Kiowa | S.H. 19 | CREEK | 3838 0511 X | 3-10ft. X 8ft. X 63ft. RDY. R.C.B. | 1963 | 34.85571389 | -98.93207778 | 33.136 | 65 | — | 3 | 0 | 2 | 63.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15069 BRKEY
15668 NBI No.
15668 On Under
1 Structure No.
3838 0511 X Control No.
038 Lane Ind.
Milepoint
05110 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
5.2 MI E U.S. 183 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
340 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
63.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
65 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
76.49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
544 Future ADT Year
2042 Bypass Detour
37.282271 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
15668 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
3-10ft. X 8ft. X 63ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3838 0511 X H Index
67 Latitude
34:51:20.57 Longitude
-98:55:55.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15668 Vault Link
http://plansrv1/bridgemaintvault/b15668 GIS FO/SD
Meets Standards H Inv. Method
42.47 Latitude DD
34.85571389 Longitude DD
-98.93207778 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15069 x
-11013068.5215901 y
4144290.48448696 |
|||||||||||||||||||||||||||||||||||||
| 15667 | 7320 0126 X | 15667 | Wagoner | S.H. 72 | BLUFF CREEK | 7320 0126 X | 3-10ft. X 10ft. X 74ft. R. | 1963 | 35.872164 | -95.667475 | 39.042 | 72.001 | — | 3 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15068 BRKEY
15667 NBI No.
15667 On Under
1 Structure No.
7320 0126 X Control No.
020 Lane Ind.
Milepoint
01260 Facility Carried
S.H. 72 Feature Intersected
BLUFF CREEK Division
01 County
145 Location
1.3 MI N MUSKOGEE CO Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00072 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.999 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
1963 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
72.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 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
100 HS Inv. Rating Method
2 HS Inv. Method
99.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5280 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
15667 ODOT County
73 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
1.001 Rt. Curb SW
1.001 Description
3-10ft. X 10ft. X 74ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7320 0126 X H Index
95.2928 Latitude
35:52:19.79 Longitude
-95:40:02.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 72 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15667 Vault Link
http://plansrv1/bridgemaintvault/b15667 GIS FO/SD
Meets Standards H Inv. Method
71.7 Latitude DD
35.872164 Longitude DD
-95.667475 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15068 x
-10649654.6024782 y
4283045.56264022 |
|||||||||||||||||||||||||||||||||||||
| 15666 | 4618 0054 X | 15666 | McIntosh | S.H. 72 | ELM CREEK TRIB. | 4618 0054 X | (3) 10ft. X 10ft. X 96ft. LONG RCB SK 30° | 1963 | 35.51269167 | -95.63927222 | 39.301 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.6 | 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 | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15067 BRKEY
15666 NBI No.
15666 On Under
1 Structure No.
4618 0054 X Control No.
018 Lane Ind.
Milepoint
00540 Facility Carried
S.H. 72 Feature Intersected
ELM CREEK TRIB. Division
01 County
091 Location
0.4 NW JCT US-266 Sufficiency
84.6 Kind Hwy
3 Level Service
1 Route No.
00072 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
1963 ADT Total
1600 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
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
2560 Future ADT Year
2042 Bypass Detour
31.689931 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
15666 ODOT County
46 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 96ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4618 0054 X H Index
99.008 Latitude
35:30:45.69 Longitude
-95:38:21.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 72 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0054 NBI Text
15666 Vault Link
http://plansrv1/bridgemaintvault/b15666 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.51269167 Longitude DD
-95.63927222 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15067 x
-10646515.0833697 y
4233774.01693454 |
|||||||||||||||||||||||||||||||||||||
| 15575 | 6823 1984NX | 15575 | Sequoyah | I-40 W.B. | R.R-GARRISON CREEK UNDER | 6823 1984NX | 4-90ft. CONT. I-BM. SPANS SK. 45 DEG. | 1962 | 35.42838611 | -94.49186389 | 363 | 33 | — | 4 | 45 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15066 BRKEY
15575 NBI No.
15575 On Under
1 Structure No.
6823 1984NX Control No.
023 Lane Ind.
N Milepoint
19840 Facility Carried
I-40 W.B. Feature Intersected
R.R-GARRISON CREEK UNDER Division
01 County
135 Location
19.8 MI E US 59 Sufficiency
80.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
7 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
1962 ADT Total
8350 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
23 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
363 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
85.5 HS Inv. Rating Method
1 HS Inv. Method
51.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15575 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-90ft. CONT. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1984NX H Index
84.5952 Latitude
35:25:42.19 Longitude
-94:29:30.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15575 Vault Link
http://plansrv1/bridgemaintvault/b15575 GIS FO/SD
Meets Standards H Inv. Method
28.5 Latitude DD
35.42838611 Longitude DD
-94.49186389 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15066 x
-10518786.1723421 y
4222250.57349352 |
|||||||||||||||||||||||||||||||||||||
| 15574 | 5906R0637 X | 15574 | Pawnee | U.S. 64 | CEDAR CREEK | 5906 0637 X | 5-67ft. I-BM. SPANS W | 1962 | 36.304111 | -96.464042 | 336 | 31 | — | 5 | 0 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7800 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
15065 BRKEY
15574 NBI No.
15574 On Under
1 Structure No.
5906R0637 X Control No.
006 Lane Ind.
Milepoint
06370 Facility Carried
U.S. 64 Feature Intersected
CEDAR CREEK Division
08 County
117 Location
US 64; 0.1 MI S JCT SH 99 Sufficiency
47 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1962 ADT Total
7800 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
44 Span Type Main
M Material
3 - Steel Design
02 Length
336 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2039 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15574 ODOT County
59 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
1.5 Rt. Curb SW
1.5 Description
5-67ft. I-BM. SPANS W Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5906 0637 X H Index
73.4226 Latitude
36:18:14.8 Longitude
-96:27:50.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15574 Vault Link
http://plansrv1/bridgemaintvault/b15574 GIS FO/SD
SD H Inv. Method
23.5 Latitude DD
36.304111 Longitude DD
-96.464042 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15065 x
-10738328.0353009 y
4342547.6658963 |
|||||||||||||||||||||||||||||||||||||
| 15573 | 5568 0634 X | 15573 | Oklahoma | FAU 9541 DOUGLAS B | I-40 UNDER | 5568 0634 X | 41ft.-55ft.-60ft.-60ft.-50ft.-41 CONT. CONC. SLAB SPANS WITH (2)-3ft. SIDEWALKS | 1962 | 35.43145278 | -97.37065556 | 302.999 | 87.999 | — | 6 | 23 | 6 | 80 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15064 BRKEY
15573 NBI No.
15573 On Under
1 Structure No.
5568 0634 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9541 DOUGLAS B Feature Intersected
I-40 UNDER Division
04 County
109 Location
6.5 MI E OF JCT I35 Sufficiency
77 Kind Hwy
5 Level Service
1 Route No.
09541 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
1962 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
6 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
18.501 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
302.999 Deck Width
87.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
53.462 HS Inv. Rating Method
1 HS Inv. Method
31.967 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1710 Min Measured Clearance
1607 NBI Rating
15573 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
41ft.-55ft.-60ft.-60ft.-50ft.-41 CONT. CONC. SLAB SPANS WITH (2)-3ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0634 X H Index
73.9762 Latitude
35:25:53.23 Longitude
-97:22:14.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
FAU 9541 DOUGLAS B Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15573 Vault Link
http://plansrv1/bridgemaintvault/b15573 GIS FO/SD
FO H Inv. Method
34.502 Latitude DD
35.43145278 Longitude DD
-97.37065556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15064 x
-10839251.7951464 y
4222669.53469879 |
|||||||||||||||||||||||||||||||||||||
| 15571 | 6104 1583 X | 15571 | Pittsburg | CO. RD. | U.S. 69 & U.P. R.R. UNDE | 6104 1583 X | 36ft. - 50ft. - (2) 55ft. - 50ft. - 36ft. CONTINUOUS CONCRETE SLAB | 1962 | 35.21 | -95.61888889 | 283.901 | 28.999 | — | 6 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15062 BRKEY
15571 NBI No.
15571 On Under
1 Structure No.
6104 1583 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
U.S. 69 & U.P. R.R. UNDE Division
02 County
121 Location
3.14 N CANADIAN Sufficiency
84.3 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
283.901 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.022 HS Inv. Rating Method
1 HS Inv. Method
23.369 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2202 Max Measured Clearance
2209 Min Measured Clearance
2205 NBI Rating
15571 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
36ft. - 50ft. - (2) 55ft. - 50ft. - 36ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 1583 X H Index
90.4636 Latitude
35:12:36 Longitude
-95:37:08 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
UNNAMED COUNTY RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
034 NBI Text
15571 Vault Link
http://plansrv1/bridgemaintvault/b15571 GIS FO/SD
Meets Standards H Inv. Method
15.322 Latitude DD
35.21 Longitude DD
-95.61888889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15062 x
-10644246.0214534 y
4192456.05220764 |
|||||||||||||||||||||||||||||||||||||
| 15570 | 5515R0330 X | 15570 | Oklahoma | PEDESTRIAN | I-35 UNDER | 5515R0330 X | 17ft. CONC.,3(67ft. I-BM.) &2-35ft. BOX GIRDER SPANS 8ft. CROSSWALK SK. 85 DEG. | 1962 | 35.31666667 | -95.55972222 | 288.999 | 8.999 | — | 3 | 0 | 4 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Poor (4) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | K | 73470 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
15061 BRKEY
15570 NBI No.
15570 On Under
2 Structure No.
5515R0330 X Control No.
015 Lane Ind.
Milepoint
03300 Facility Carried
PEDESTRIAN Feature Intersected
I-35 UNDER Division
04 County
109 Location
3.3 MI N CLEVELAND CO Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
3 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
73470 ADT Year
1999 Design Load
Pedestrian Skew
0 No. Main Spans
3 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
7.999 Span Type Main
M Material
3 - Steel Design
02 Length
288.999 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
3 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
_ Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
-1 HS Inv. Rating Method
! HS Inv. Method
-1 H Operating Rating
! H Inv. Rating Method
! Future ADT
69000 Future ADT Year
2019 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15570 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
17ft. CONC.,3(67ft. I-BM.) &2-35ft. BOX GIRDER SPANS 8ft. CROSSWALK SK. 85 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5515R0330 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15570 Vault Link
http://plansrv1/bridgemaintvault/b15570 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15061 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 15476 | 5308 1854 X | 15476 | Nowata | U.S. 169 | VINEGER CREEK | 5308 1854 X | 3-10ft. X 13ft. X 56ft. R. | 1962 | 36.97081944 | -95.62766389 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15057 BRKEY
15476 NBI No.
15476 On Under
1 Structure No.
5308 1854 X Control No.
008 Lane Ind.
Milepoint
18540 Facility Carried
U.S. 169 Feature Intersected
VINEGER CREEK Division
08 County
105 Location
18.3 MI N JCT US 60 Sufficiency
72.7 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1962 ADT Total
5700 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
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
47.845582 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
15476 ODOT County
53 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 13ft. X 56ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5308 1854 X H Index
83.2298 Latitude
36:58:14.95 Longitude
-95:37:39.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15476 Vault Link
http://plansrv1/bridgemaintvault/b15476 GIS FO/SD
Meets Standards H Inv. Method
36.7 Latitude DD
36.97081944 Longitude DD
-95.62766389 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15057 x
-10645222.8499851 y
4435040.17362519 |
|||||||||||||||||||||||||||||||||||||
| 15475 | 2416 1157 X | 15475 | Garfield | S.H. 15 | CREEK | 2416 1157 X | 3-10ft. X 10ft. X 48ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1962 | 36.53473333 | -97.54629444 | 31.801 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15056 BRKEY
15475 NBI No.
15475 On Under
1 Structure No.
2416 1157 X Control No.
016 Lane Ind.
Milepoint
11570 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
04 County
047 Location
2.3 MI E JCT SH 74 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.999 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
1962 ADT Total
570 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
31.801 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
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.86 HS Inv. Rating Method
1 HS Inv. Method
36.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
912 Future ADT Year
2042 Bypass Detour
36.999999 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
9999 Min Measured Clearance
9999 NBI Rating
15475 ODOT County
24 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 48ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2416 1157 X H Index
100 Latitude
36:32:05.04 Longitude
-97:32:46.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15475 Vault Link
http://plansrv1/bridgemaintvault/b15475 GIS FO/SD
Meets Standards H Inv. Method
20.27 Latitude DD
36.53473333 Longitude DD
-97.54629444 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15056 x
-10858803.8258315 y
4374451.52178511 |
|||||||||||||||||||||||||||||||||||||
| 15474 | 7002 1046 X | 15474 | Texas | U.S. 54 | CREEK | 7002 1046 X | 3-10ft.X 3ft.X124ft. L RCB | 1962 | 36.58806944 | -101.63613889 | 32.152 | 123.701 | — | 3 | 0 | 5 | 99.9 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.3 | Fair (5) | 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 | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15055 BRKEY
15474 NBI No.
15474 On Under
1 Structure No.
7002 1046 X Control No.
002 Lane Ind.
Milepoint
10460 Facility Carried
U.S. 54 Feature Intersected
CREEK Division
06 County
139 Location
10.4 MI NE TEXAS S/L Sufficiency
75.3 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1962 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
99.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
82.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
123.701 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
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
15474 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 3ft.X124ft. L RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7002 1046 X H Index
99.34 Latitude
36:35:17.05 Longitude
-101:38:10.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 54 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15474 Vault Link
http://plansrv1/bridgemaintvault/b15474 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
36.58806944 Longitude DD
-101.63613889 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15055 x
-11314083.2274292 y
4381843.46520243 |
|||||||||||||||||||||||||||||||||||||
| 14452 | 3625R0398 X | 14452 | Kay | FOUNTAIN ROAD 3636 | I-35 UNDER | 3625 0398 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.65171389 | -97.34613056 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.6 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1700 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
15048 BRKEY
14452 NBI No.
14452 On Under
1 Structure No.
3625R0398 X Control No.
Lane Ind.
Milepoint
Facility Carried
FOUNTAIN ROAD 3636 Feature Intersected
I-35 UNDER Division
04 County
071 Location
4 MI N NOBLE C/L Sufficiency
34.6 Kind Hwy
4 Level Service
1 Route No.
3636C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1700 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.199 Underclearance Left
18.199 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
21.998 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.75 HS Inv. Rating Method
1 HS Inv. Method
22.61 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2035 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1700 Min Measured Clearance
1606 NBI Rating
14452 ODOT County
36 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
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0398 X H Index
59.3183 Latitude
36:39:06.17 Longitude
-97:20:46.07 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
FOUNTAIN ROAD 3636 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14452 Vault Link
http://plansrv1/bridgemaintvault/b14452 GIS FO/SD
SD H Inv. Method
15.73 Latitude DD
36.65171389 Longitude DD
-97.34613056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15048 x
-10836521.6846347 y
4390670.74708955 |
|||||||||||||||||||||||||||||||||||||
| 14451 | 4230 1666 X | 14451 | Logan | CO. RD. E0730 | I-35 UNDER | 4230 1666 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.95659722 | -97.36586667 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15047 BRKEY
14451 NBI No.
14451 On Under
1 Structure No.
4230 1666 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0730 Feature Intersected
I-35 UNDER Division
04 County
083 Location
16.7 MI N OKLA C/L Sufficiency
66.6 Kind Hwy
4 Level Service
1 Route No.
4220C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.4 Underclearance Left
18.497 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
18.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1601 Min Measured Clearance
1507 NBI Rating
14451 ODOT County
42 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
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1666 X H Index
90.9509 Latitude
35:57:23.75 Longitude
-97:21:57.12 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E073.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14451 Vault Link
http://plansrv1/bridgemaintvault/b14451 GIS FO/SD
FO H Inv. Method
16 Latitude DD
35.95659722 Longitude DD
-97.36586667 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15047 x
-10838718.6983502 y
4294650.85872891 |
|||||||||||||||||||||||||||||||||||||
| 14450 | 3502 0446 X | 14450 | Johnston | S.H. 199 | TURKEY CREEK | 3502 0446 X | 50 ft.-60 ft.-60 ft. I-BM. SPANS SK 30 DEG. WITH 2-18 in.. SAFETY CURBS | 1959 | 34.17563611 | -96.85816111 | 171.916 | 30.84 | — | 3 | 30 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15046 BRKEY
14450 NBI No.
14450 On Under
1 Structure No.
3502 0446 X Control No.
002 Lane Ind.
Milepoint
04460 Facility Carried
S.H. 199 Feature Intersected
TURKEY CREEK Division
03 County
069 Location
4.5 MI E CARTER C/L Sufficiency
41.7 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
171.916 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
59.030263 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14450 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
50 ft.-60 ft.-60 ft. I-BM. SPANS SK 30 DEG. WITH 2-18 in.. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3502 0446 X H Index
80.0903 Latitude
34:10:32.29 Longitude
-96:51:29.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 199 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14450 Vault Link
http://plansrv1/bridgemaintvault/b14450 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.17563611 Longitude DD
-96.85816111 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15046 x
-10782201.173938 y
4052410.11666897 |
|||||||||||||||||||||||||||||||||||||
| 14449 | 4230 1336 X | 14449 | Logan | CO. RD. E0760 | I-35 UNDER | 4230 1336 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.913597 | -97.391597 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 170 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15045 BRKEY
14449 NBI No.
14449 On Under
1 Structure No.
4230 1336 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0760 Feature Intersected
I-35 UNDER Division
04 County
083 Location
13.4 MI N OKLA C/L Sufficiency
77.2 Kind Hwy
4 Level Service
1 Route No.
4220C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
170 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.497 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
272 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1602 NBI Rating
14449 ODOT County
42 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
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1336 X H Index
89.0399 Latitude
35:54:48.95 Longitude
-97:23:29.75 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E076.0 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14449 Vault Link
http://plansrv1/bridgemaintvault/b14449 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.913597 Longitude DD
-97.391597 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15045 x
-10841582.9855837 y
4288738.9562163 |
|||||||||||||||||||||||||||||||||||||
| 14448 | 2002 0901 X | 14448 | Custer | SOUTH 28TH ST. | I-40 UNDER | 2002 0901 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS | 1959 | 35.49555556 | -98.99388889 | 171.916 | 28.999 | — | 4 | 0 | 2 | 24.003 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.2 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15044 BRKEY
14448 NBI No.
14448 On Under
1 Structure No.
2002 0901 X Control No.
Lane Ind.
Milepoint
Facility Carried
SOUTH 28TH ST. Feature Intersected
I-40 UNDER Division
05 County
039 Location
9.0 MI NE WASHITA C/L Sufficiency
60.2 Kind Hwy
4 Level Service
1 Route No.
03021 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
7.5 Underclearance Left
15.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.55 HS Inv. Rating Method
1 HS Inv. Method
21.88 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1707 Min Measured Clearance
1603 NBI Rating
14448 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0901 X H Index
87.1413 Latitude
35:29:44 Longitude
-98:59:38 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
FAU 3021 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14448 Vault Link
http://plansrv1/bridgemaintvault/b14448 GIS FO/SD
FO H Inv. Method
14.1 Latitude DD
35.49555556 Longitude DD
-98.99388889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15044 x
-11019949.3028807 y
4231430.7610345 |
|||||||||||||||||||||||||||||||||||||
| 14447 | 3625 2203 X | 14447 | Kay | CO. RD. E0070 | I-35 UNDER | 3625 2203 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.91250833 | -97.35229722 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15043 BRKEY
14447 NBI No.
14447 On Under
1 Structure No.
3625 2203 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0070 Feature Intersected
I-35 UNDER Division
04 County
071 Location
7 MI N JCT SH 11 Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
19.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.499 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1604 Min Measured Clearance
1601 NBI Rating
14447 ODOT County
36 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
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 2203 X H Index
84.8999 Latitude
36:54:45.03 Longitude
-97:21:08.27 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0070 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14447 Vault Link
http://plansrv1/bridgemaintvault/b14447 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.91250833 Longitude DD
-97.35229722 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15043 x
-10837208.1540858 y
4426918.58310174 |
|||||||||||||||||||||||||||||||||||||
| 14358 | 7502 0810NX | 14358 | Washita | I-40 | CLINTON LAKE | 7502 0810NX | 3-30ft. I-BEAM SPANS | 1959 | 35.4228 | -99.22319444 | 90.879 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15042 BRKEY
14358 NBI No.
14358 On Under
1 Structure No.
7502 0810NX Control No.
002 Lane Ind.
N Milepoint
08100 Facility Carried
I-40 Feature Intersected
CLINTON LAKE Division
05 County
149 Location
8.1 MI E BECKHAM C/L Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14358 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0810NX H Index
90.114 Latitude
35:25:22.08 Longitude
-99:13:23.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14358 Vault Link
http://plansrv1/bridgemaintvault/b14358 GIS FO/SD
Meets Standards H Inv. Method
26.4 Latitude DD
35.4228 Longitude DD
-99.22319444 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15042 x
-11045475.4799428 y
4221487.45334505 |
|||||||||||||||||||||||||||||||||||||
| 14356 | 3625 0551 X | 14356 | Kay | I-35 | SALT FK ARK RVR O'FLOW | 3625 0551 X | (10.25ft.,(3)-12.5ft.,10.25ft.) X 7ft. X 142ft. R.C.BOX SK. 60 DEG. LF | 1962 | 36.673722 | -97.345592 | 70.997 | 0 | — | 5 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15040 BRKEY
14356 NBI No.
14356 On Under
1 Structure No.
3625 0551 X Control No.
025 Lane Ind.
Milepoint
05510 Facility Carried
I-35 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
071 Location
5.5 MI N NOBLE C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
58.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
17500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
70.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28000 Future ADT Year
2042 Bypass Detour
18.019764 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
14356 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft.,(3)-12.5ft.,10.25ft.) X 7ft. X 142ft. R.C.BOX SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0551 X H Index
93.3826 Latitude
36:40:25.4 Longitude
-97:20:44.13 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14356 Vault Link
http://plansrv1/bridgemaintvault/b14356 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.673722 Longitude DD
-97.345592 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15040 x
-10836461.7324098 y
4393724.89882624 |