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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| 16038 | 1434 0397WX | 16038 | Cleveland | I-44 | SW 104 ST UNDER | 1434 0397WX | 35ft.-67ft.-35ft. CONC. SL | 1964 | 35.36289167 | -97.58078611 | 138.123 | 42.979 | — | 3 | 19 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 27750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16533 BRKEY
16038 NBI No.
16038 On Under
1 Structure No.
1434 0397WX Control No.
034 Lane Ind.
W Milepoint
03970 Facility Carried
I-44 Feature Intersected
SW 104 ST UNDER Division
03 County
027 Location
4 MI N MCCLAIN C/L Sufficiency
93.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
27750 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
138.123 Deck Width
42.979 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 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
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44400 Future ADT Year
2042 Bypass Detour
0.099997 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
1602 Min Measured Clearance
1602 NBI Rating
16038 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-67ft.-35ft. CONC. SL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1434 0397WX H Index
92.2381 Latitude
35:21:46.41 Longitude
-97:34:50.83 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16038 Vault Link
http://plansrv1/bridgemaintvault/b16038 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.36289167 Longitude DD
-97.58078611 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16533 x
-10862643.4209725 y
4213306.68247424 |
|||||||||||||||||||||||||||||||||||||
| 15950 | 6528 1546 X | 15950 | Roger Mills | S.H. 47 | CREEK | 6528 1546 X | 3-10ft.X 10ft.X 84ft. RDY. BROKEN BACK R.C.B. | 1964 | 35.84105278 | -99.45866667 | 34.121 | 86.001 | — | 3 | 0 | 2 | 84.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16532 BRKEY
15950 NBI No.
15950 On Under
1 Structure No.
6528 1546 X Control No.
028 Lane Ind.
Milepoint
15460 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
15.9 MI E JCT U.S. 283 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
960 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
84.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
86.001 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15950 ODOT County
65 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 84ft. RDY. BROKEN BACK R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6528 1546 X H Index
95.05 Latitude
35:50:27.79 Longitude
-99:27:31.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15950 Vault Link
http://plansrv1/bridgemaintvault/b15950 GIS FO/SD
Meets Standards H Inv. Method
82.4 Latitude DD
35.84105278 Longitude DD
-99.45866667 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16532 x
-11071688.1286823 y
4278772.46296571 |
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| 15949 | 6102 1437 X | 15949 | Pittsburg | U.S. 69 | CREEK | 6102 1437 X | (3) 10ft. X 9ft. X 165ft. RCB | 1964 | 34.85898333 | -95.81631667 | 32.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 20500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16531 BRKEY
15949 NBI No.
15949 On Under
1 Structure No.
6102 1437 X Control No.
002 Lane Ind.
Milepoint
14370 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
121 Location
10.6 N JCT SH 63 Sufficiency
73.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 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
1964 ADT Total
20500 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
FG Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32800 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15949 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 9ft. X 165ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 1437 X H Index
97.59 Latitude
34:51:32.34 Longitude
-95:48:58.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
010 NBI Text
15949 Vault Link
http://plansrv1/bridgemaintvault/b15949 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.85898333 Longitude DD
-95.81631667 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16531 x
-10666223.5813915 y
4144734.01647548 |
|||||||||||||||||||||||||||||||||||||
| 15948 | 2431 1360 X | 15948 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 1360 X | 3-10ft. X 10ft. X 210ft. R.C. BOX WITH 3ft. CURTAIN WALLS | 1964 | 36.39731667 | -97.59285556 | 31.949 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16530 BRKEY
15948 NBI No.
15948 On Under
1 Structure No.
2431 1360 X Control No.
031 Lane Ind.
Milepoint
13600 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
16.6 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
7400 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
14 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
31.949 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
61.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
55.000002 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
15948 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 210ft. R.C. BOX WITH 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 1360 X H Index
99.2222 Latitude
36:23:50.34 Longitude
-97:35:34.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15948 Vault Link
http://plansrv1/bridgemaintvault/b15948 GIS FO/SD
Meets Standards H Inv. Method
52.12 Latitude DD
36.39731667 Longitude DD
-97.59285556 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16530 x
-10863986.9860007 y
4355430.15790966 |
|||||||||||||||||||||||||||||||||||||
| 15947 | 6528 1326 X | 15947 | Roger Mills | S.H. 47 | CREEK | 6528 1326 X | 3-10ft.X 12ft.X 82ft. RDY. R.C.B. | 1964 | 35.83810833 | -99.49824167 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16529 BRKEY
15947 NBI No.
15947 On Under
1 Structure No.
6528 1326 X Control No.
028 Lane Ind.
Milepoint
13260 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
13.2 MI E JCT U.S. 283 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
960 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
12 Appr. Roadway Width
30 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
90.18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15947 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 82ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6528 1326 X H Index
67 Latitude
35:50:17.19 Longitude
-99:29:53.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15947 Vault Link
http://plansrv1/bridgemaintvault/b15947 GIS FO/SD
Meets Standards H Inv. Method
75.27 Latitude DD
35.83810833 Longitude DD
-99.49824167 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16529 x
-11076093.5975305 y
4278368.13209376 |
|||||||||||||||||||||||||||||||||||||
| 15946 | 6528 1319 X | 15946 | Roger Mills | S.H. 47 | CREEK | 6528 1319 X | 3-10ft.X 10ft.X 110ft. RDY R.C.B., SK 30 DEG. L.F. | 1964 | 35.83494444 | -99.50336389 | 39.042 | 112.001 | — | 3 | 30 | 2 | 110 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16528 BRKEY
15946 NBI No.
15946 On Under
1 Structure No.
6528 1319 X Control No.
028 Lane Ind.
Milepoint
13190 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
13.1 MI E JCT U.S. 283 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
960 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
110 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
112.001 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
9 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
94.38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
50.952437 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
15946 ODOT County
65 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 110ft. RDY R.C.B., SK 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6528 1319 X H Index
67 Latitude
35:50:05.8 Longitude
-99:30:12.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15946 Vault Link
http://plansrv1/bridgemaintvault/b15946 GIS FO/SD
Meets Standards H Inv. Method
72.1 Latitude DD
35.83494444 Longitude DD
-99.50336389 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16528 x
-11076663.8004526 y
4277933.68452173 |
|||||||||||||||||||||||||||||||||||||
| 15945 | 5603 1203SX | 15945 | Okmulgee | I-40 EB | SHOULDERS CREEK TRIB | 5603 1203SX | (3) 10ft. X 10ft. X 106ft. LONG RCB | 1964 | 35.431794 | -95.87645 | 33 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16527 BRKEY
15945 NBI No.
15945 On Under
1 Structure No.
5603 1203SX Control No.
003 Lane Ind.
S Milepoint
12030 Facility Carried
I-40 EB Feature Intersected
SHOULDERS CREEK TRIB Division
01 County
111 Location
12.03 E OKFUSKEE C/L Sufficiency
87 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1964 ADT Total
6200 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
13 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33 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
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
73.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 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
15945 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 106ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 1203SX H Index
66.4655 Latitude
35:25:54.46 Longitude
-95:52:35.22 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1203S NBI Text
15945 Vault Link
http://plansrv1/bridgemaintvault/b15945 GIS FO/SD
Meets Standards H Inv. Method
62.4 Latitude DD
35.431794 Longitude DD
-95.87645 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16527 x
-10672917.5930668 y
4222716.15235484 |
|||||||||||||||||||||||||||||||||||||
| 15854 | 6118 1058 X | 15854 | Pittsburg | S.H. 31 | ASH CREEK | 6118 1058 X | 100ft.-120ft.-100ft. CONT. | 1963 | 35.012189 | -95.596947 | 322 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16526 BRKEY
15854 NBI No.
15854 On Under
1 Structure No.
6118 1058 X Control No.
018 Lane Ind.
Milepoint
10580 Facility Carried
S.H. 31 Feature Intersected
ASH CREEK Division
02 County
121 Location
10.7 MI E JCT US 270 Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
322 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
70.4 HS Inv. Rating Method
3 HS Inv. Method
54.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
45.981468 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
15854 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-120ft.-100ft. CONT. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6118 1058 X H Index
65.3706 Latitude
35:00:43.88 Longitude
-95:35:49.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
075 NBI Text
15854 Vault Link
http://plansrv1/bridgemaintvault/b15854 GIS FO/SD
Meets Standards H Inv. Method
51.6 Latitude DD
35.012189 Longitude DD
-95.596947 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16526 x
-10641803.4614316 y
4165537.70387335 |
|||||||||||||||||||||||||||||||||||||
| 15853 | 6118 1105 X | 15853 | Pittsburg | S.H. 31 | JONES CREEK | 6118 1105 X | 3-100ft. CONT. I-BM. S | 1963 | 35.01866389 | -95.59425 | 301 | 32 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.2 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16525 BRKEY
15853 NBI No.
15853 On Under
1 Structure No.
6118 1105 X Control No.
018 Lane Ind.
Milepoint
11050 Facility Carried
S.H. 31 Feature Intersected
JONES CREEK Division
02 County
121 Location
11.1 MI E JCT US 270 Sufficiency
62.2 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
301 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.3 HS Inv. Rating Method
1 HS Inv. Method
32.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
45.981468 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
15853 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1 Rt. Curb SW
1 Description
3-100ft. CONT. I-BM. S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6118 1105 X H Index
65.2067 Latitude
35:01:07.19 Longitude
-95:35:39.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
076 NBI Text
15853 Vault Link
http://plansrv1/bridgemaintvault/b15853 GIS FO/SD
Meets Standards H Inv. Method
21.4 Latitude DD
35.01866389 Longitude DD
-95.59425 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16525 x
-10641503.2327649 y
4166417.78151087 |
|||||||||||||||||||||||||||||||||||||
| 15852 | 4928R0507 X | 15852 | Mayes | S.H. 82 | SALINE CREEK | 4928 0507 X | 92ft.-118ft.-92ft. CONT. P | 1963 | 36.268697 | -95.138839 | 302.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.5 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
16524 BRKEY
15852 NBI No.
15852 On Under
1 Structure No.
4928R0507 X Control No.
028 Lane Ind.
Milepoint
05070 Facility Carried
S.H. 82 Feature Intersected
SALINE CREEK Division
08 County
097 Location
5.7 MI N JCT SH 33 Sufficiency
35.5 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
3600 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
302.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
48.832 HS Inv. Rating Method
1 HS Inv. Method
29.321 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2038 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15852 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
92ft.-118ft.-92ft. CONT. P Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4928 0507 X H Index
75.2827 Latitude
36:16:07.31 Longitude
-95:08:19.82 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 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
15852 Vault Link
http://plansrv1/bridgemaintvault/b15852 GIS FO/SD
SD H Inv. Method
19.07 Latitude DD
36.268697 Longitude DD
-95.138839 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16524 x
-10590807.1121432 y
4337656.9309312 |
|||||||||||||||||||||||||||||||||||||
| 15851 | 1618 0045NX | 15851 | Comanche | S.H. 7 WB | EAST CACHE CREEK | 1618 0115NX | 88ft.-110ft.-88ft. CONT. PLATE GIRDER SPANS | 1963 | 34.5944 | -98.37026667 | 288.058 | 30.971 | — | 3 | 0 | 2 | 27.986 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16523 BRKEY
15851 NBI No.
15851 On Under
1 Structure No.
1618 0045NX Control No.
018 Lane Ind.
N Milepoint
01150 Facility Carried
S.H. 7 WB Feature Intersected
EAST CACHE CREEK Division
07 County
031 Location
1.1 MI.E.JCT.US281B Sufficiency
65 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.986 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1963 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.986 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
288.058 Deck Width
30.971 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
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15851 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
88ft.-110ft.-88ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 0115NX H Index
87.5507 Latitude
34:35:39.84 Longitude
-98:22:12.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
050 NBI Text
15851 Vault Link
http://plansrv1/bridgemaintvault/b15851 GIS FO/SD
FO H Inv. Method
16 Latitude DD
34.5944 Longitude DD
-98.37026667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16523 x
-10950527.9949029 y
4108897.42509428 |
|||||||||||||||||||||||||||||||||||||
| 15850 | 7278 0868 X | 15850 | Tulsa | S.H. 51 | I-44 UNDER | 7278 0868 X | 35ft.-42ft.-59ft.-59ft.-42ft.-35ft. I-BM. SPANS SK. 73 DEG. | 1963 | 36.113419 | -95.896522 | 273.56 | 121.333 | — | 6 | 16 | 8 | 58.166 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | A | 47100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16522 BRKEY
15850 NBI No.
15850 On Under
1 Structure No.
7278 0868 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 51 Feature Intersected
I-44 UNDER Division
08 County
143 Location
6.6 MI E JCT US 75 Sufficiency
62 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.166 Bridge System
A 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
47100 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
6 Road Width
58.166 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
116.332 Span Type Main
M Material
3 - Steel Design
02 Length
273.56 Deck Width
121.333 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.1 HS Inv. Rating Method
1 HS Inv. Method
44.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
75360 Future ADT Year
2042 Bypass Detour
13.999965 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1700 Min Measured Clearance
1604 NBI Rating
15850 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-42ft.-59ft.-59ft.-42ft.-35ft. I-BM. SPANS SK. 73 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0868 X H Index
90.5421 Latitude
36:06:48.31 Longitude
-95:53:47.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 51 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
15850 Vault Link
http://plansrv1/bridgemaintvault/b15850 GIS FO/SD
FO H Inv. Method
29.3 Latitude DD
36.113419 Longitude DD
-95.896522 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16522 x
-10675151.9978859 y
4316238.89512003 |
|||||||||||||||||||||||||||||||||||||
| 15849 | 7278R0866 X | 15849 | Tulsa | S.H. 51 | I-44 UNDER | 7278R0866 X | 35ft.,42ft.,59ft.,59ft.,42ft., | 1963 | 36.16333333 | -95.80833333 | 273.95 | 44.948 | — | 6 | 16 | 3 | 40.026 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 31010 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
16521 BRKEY
15849 NBI No.
15849 On Under
1 Structure No.
7278R0866 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 51 Feature Intersected
I-44 UNDER Division
08 County
143 Location
6.6 MI E JCT US 75 Sufficiency
79 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.698 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
31010 ADT Year
2001 Design Load
HS 20 Skew
16 No. Main Spans
6 Road Width
40.026 Ref. Underclearance Rt.
H Underclearance Right
11.155 Underclearance Left
18.045 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
273.95 Deck Width
44.948 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
32500 Future ADT Year
2018 Bypass Detour
0 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
1601 Min Measured Clearance
1601 NBI Rating
15849 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
4 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
35ft.,42ft.,59ft.,59ft.,42ft., Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0866 X H Index
85.2534 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 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
15849 Vault Link
http://plansrv1/bridgemaintvault/b15849 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16521 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 16135 | 2642T2170 X | 16135 | Grady | BAILEY A TP (I-44) | BITTER CREEK | 2642T2170 X | 63ft.,76ft.,63ft. I-BM SPA | 1964 | 35.12284722 | -97.84386944 | 204.068 | 74.003 | — | 3 | 0 | 4 | 69.003 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16518 BRKEY
16135 NBI No.
16135 On Under
1 Structure No.
2642T2170 X Control No.
042 Lane Ind.
Milepoint
21700 Facility Carried
BAILEY A TP (I-44) Feature Intersected
BITTER CREEK Division
07 County
051 Location
T.P.BR NO.18.27 Sufficiency
90.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
19300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
69.003 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
204.068 Deck Width
74.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.7 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16135 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
63ft.,76ft.,63ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2170 X H Index
99.2154 Latitude
35:07:22.25 Longitude
-97:50:37.93 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.27 NBI Text
16135 Vault Link
http://plansrv1/bridgemaintvault/b16135 GIS FO/SD
Meets Standards H Inv. Method
31.7 Latitude DD
35.12284722 Longitude DD
-97.84386944 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16518 x
-10891929.7233043 y
4180588.14767648 |
|||||||||||||||||||||||||||||||||||||
| 16134 | 1649 0661WX | 16134 | Comanche | I-44 | S.H. 7 UNDER | 1649 0661WX | 40ft.-66ft.-57ft.-35ft. I-BM. SPANS SK.76 DEG.02ft.51ft. WITH 2-18ft. SAFETY CURBS | 1964 | 34.59408611 | -98.37861389 | 200.131 | 38.999 | — | 4 | 14 | 3 | 38.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16517 BRKEY
16134 NBI No.
16134 On Under
1 Structure No.
1649 0661WX Control No.
049 Lane Ind.
W Milepoint
06610 Facility Carried
I-44 Feature Intersected
S.H. 7 UNDER Division
07 County
031 Location
3.1 MI.NE.JCT.US281B Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
4 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
10.299 Underclearance Left
16.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
200.131 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.2 HS Inv. Rating Method
1 HS Inv. Method
38.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 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
1508 Max Measured Clearance
1704 Min Measured Clearance
1600 NBI Rating
16134 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-66ft.-57ft.-35ft. I-BM. SPANS SK.76 DEG.02ft.51ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0661WX H Index
98.6526 Latitude
34:35:38.71 Longitude
-98:22:43.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
121 NBI Text
16134 Vault Link
http://plansrv1/bridgemaintvault/b16134 GIS FO/SD
FO H Inv. Method
26.3 Latitude DD
34.59408611 Longitude DD
-98.37861389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16517 x
-10951457.2031829 y
4108854.97811388 |
|||||||||||||||||||||||||||||||||||||
| 16133 | 1649 0661EX | 16133 | Comanche | I-44 | S.H. 7 UNDER | 1649 0661EX | 40ft.-66ft.-57ft.-35ft. I-BM. SPANS SK.76 DEG.02ft.51ft. WITH 2-18ft. SAFETY CURBS | 1964 | 34.59408333 | -98.37823056 | 200.131 | 38.999 | — | 4 | 14 | 3 | 38.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16516 BRKEY
16133 NBI No.
16133 On Under
1 Structure No.
1649 0661EX Control No.
049 Lane Ind.
E Milepoint
06610 Facility Carried
I-44 Feature Intersected
S.H. 7 UNDER Division
07 County
031 Location
3.1 MI.NE.JCT.US281B Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
4 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
19.501 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
200.131 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.2 HS Inv. Rating Method
1 HS Inv. Method
38.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 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
1508 Max Measured Clearance
1801 Min Measured Clearance
1608 NBI Rating
16133 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-66ft.-57ft.-35ft. I-BM. SPANS SK.76 DEG.02ft.51ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0661EX H Index
97.609 Latitude
34:35:38.7 Longitude
-98:22:41.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
120 NBI Text
16133 Vault Link
http://plansrv1/bridgemaintvault/b16133 GIS FO/SD
FO H Inv. Method
26.3 Latitude DD
34.59408333 Longitude DD
-98.37823056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16516 x
-10951414.5310825 y
4108854.60217842 |
|||||||||||||||||||||||||||||||||||||
| 16037 | 1434 0397EX | 16037 | Cleveland | I-44 | SW 104 ST UNDER | 1434 0397EX | 35ft.-67ft.-35ft. CONC. SL | 1964 | 35.36289444 | -97.58040556 | 138.123 | 42.979 | — | 3 | 19 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21450 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
16515 BRKEY
16037 NBI No.
16037 On Under
1 Structure No.
1434 0397EX Control No.
034 Lane Ind.
E Milepoint
03970 Facility Carried
I-44 Feature Intersected
SW 104 ST UNDER Division
03 County
027 Location
4 N MC CLAIN C/L Sufficiency
93.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
21450 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
138.123 Deck Width
42.979 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
34320 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
16037 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-67ft.-35ft. CONC. SL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1434 0397EX H Index
85.1944 Latitude
35:21:46.42 Longitude
-97:34:49.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
16037 Vault Link
http://plansrv1/bridgemaintvault/b16037 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.36289444 Longitude DD
-97.58040556 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16515 x
-10862601.0583403 y
4213307.06059065 |
|||||||||||||||||||||||||||||||||||||
| 16036 | 7217R0134EX | 16036 | Tulsa | U.S. 75 | NORTH DUCK CREEK | 7217 0134EX | 35ft.-60ft.-35ft. I-BM. SPANS SK 60 DEG. | 1964 | 35.87648333 | -96.01527778 | 131.89 | 31.001 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.6 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10300 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
16514 BRKEY
16036 NBI No.
16036 On Under
1 Structure No.
7217R0134EX Control No.
017 Lane Ind.
E Milepoint
01340 Facility Carried
U.S. 75 Feature Intersected
NORTH DUCK CREEK Division
08 County
143 Location
1.4 MI N C/L Sufficiency
35.6 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
10300 ADT Year
2015 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
131.89 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.186 HS Inv. Rating Method
1 HS Inv. Method
44.533 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16480 Future ADT Year
2035 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
16036 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-60ft.-35ft. I-BM. SPANS SK 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0134EX H Index
75.92 Latitude
35:52:35.34 Longitude
-96:00:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16036 Vault Link
http://plansrv1/bridgemaintvault/b16036 GIS FO/SD
SD H Inv. Method
29.542 Latitude DD
35.87648333 Longitude DD
-96.01527778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16514 x
-10688371.8308443 y
4283638.95156365 |
|||||||||||||||||||||||||||||||||||||
| 16035 | 5140 0131 X | 16035 | Muskogee | S.H. 72 | COAL CREEK | 5140 0131 X | 3-45ft. STEEL BEAM SPANS | 1964 | 35.84275278 | -95.67750556 | 136.5 | 42.167 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16513 BRKEY
16035 NBI No.
16035 On Under
1 Structure No.
5140 0131 X Control No.
040 Lane Ind.
Milepoint
01310 Facility Carried
S.H. 72 Feature Intersected
COAL CREEK Division
01 County
101 Location
1.3 MI N JCT US 64 Sufficiency
96.6 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
1964 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
136.5 Deck Width
42.167 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
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.5 HS Inv. Rating Method
3 HS Inv. Method
57.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
14.291537 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
16035 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. STEEL BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5140 0131 X H Index
75.947 Latitude
35:50:33.91 Longitude
-95:40:39.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 72 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
16035 Vault Link
http://plansrv1/bridgemaintvault/b16035 GIS FO/SD
Meets Standards H Inv. Method
57.4 Latitude DD
35.84275278 Longitude DD
-95.67750556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16513 x
-10650771.1993098 y
4279005.91322137 |
|||||||||||||||||||||||||||||||||||||
| 16034 | 5570 0098EX | 16034 | Oklahoma | I-44 | S. 74TH ST. UNDER | 5570 0098EX | 35ft.-63ft.-35ft. CONT CON | 1964 | 35.391489 | -97.573886 | 135 | 51.299 | — | 3 | 0 | 3 | 47.3 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16512 BRKEY
16034 NBI No.
16034 On Under
1 Structure No.
5570 0098EX Control No.
070 Lane Ind.
E Milepoint
00980 Facility Carried
I-44 Feature Intersected
S. 74TH ST. UNDER Division
03 County
109 Location
1 MI N CLEVELAND CO. Sufficiency
80.7 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
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
29850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.3 Ref. Underclearance Rt.
H Underclearance Right
2.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
47.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
135 Deck Width
51.299 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.399 HS Inv. Rating Method
1 HS Inv. Method
36.707 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1409 Max Measured Clearance
1500 Min Measured Clearance
1500 NBI Rating
16034 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
0 Description
35ft.-63ft.-35ft. CONT CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5570 0098EX H Index
90.1346 Latitude
35:23:29.36 Longitude
-97:34:25.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16034 Vault Link
http://plansrv1/bridgemaintvault/b16034 GIS FO/SD
FO H Inv. Method
24.912 Latitude DD
35.391489 Longitude DD
-97.573886 ODOT County Number
55 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16512 x
-10861875.3042409 y
4217211.02747664 |
|||||||||||||||||||||||||||||||||||||
| 16033 | 5570 0098WX | 16033 | Oklahoma | I-44 | S.W. 74TH ST. UNDER | 5570 0098WX | 35ft.-63ft.-35 CONT CONC | 1964 | 35.391489 | -97.574311 | 135 | 51.299 | — | 3 | 0 | 3 | 47.3 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16511 BRKEY
16033 NBI No.
16033 On Under
1 Structure No.
5570 0098WX Control No.
070 Lane Ind.
W Milepoint
00980 Facility Carried
I-44 Feature Intersected
S.W. 74TH ST. UNDER Division
03 County
109 Location
1 MI N CLEVELAND CO. Sufficiency
80.7 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
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
30250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.3 Ref. Underclearance Rt.
H Underclearance Right
2.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
47.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
135 Deck Width
51.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.399 HS Inv. Rating Method
1 HS Inv. Method
36.707 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
48400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1500 Min Measured Clearance
1500 NBI Rating
16033 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
0 Description
35ft.-63ft.-35 CONT CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5570 0098WX H Index
90.6832 Latitude
35:23:29.36 Longitude
-97:34:27.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16033 Vault Link
http://plansrv1/bridgemaintvault/b16033 GIS FO/SD
FO H Inv. Method
24.912 Latitude DD
35.391489 Longitude DD
-97.574311 ODOT County Number
55 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16511 x
-10861922.6150245 y
4217211.02747664 |
|||||||||||||||||||||||||||||||||||||
| 16032 | 1737T1935 X | 16032 | Cotton | BAILEY B TP (I-44) | LITTLE SNAKE CREEK | 1737T1990 X | 3-40ft. I-BM SPANS | 1964 | 34.43259167 | -98.40937778 | 123.031 | 88.002 | — | 3 | 0 | 4 | 83.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16510 BRKEY
16032 NBI No.
16032 On Under
1 Structure No.
1737T1935 X Control No.
037 Lane Ind.
Milepoint
19350 Facility Carried
BAILEY B TP (I-44) Feature Intersected
LITTLE SNAKE CREEK Division
07 County
033 Location
T.P.BR.NO.05.47 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.002 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
83.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
83.002 Span Type Main
M Material
3 - Steel Design
02 Length
123.031 Deck Width
88.002 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.8 HS Inv. Rating Method
1 HS Inv. Method
57.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16032 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1990 X H Index
100 Latitude
34:25:57.33 Longitude
-98:24:33.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.47 NBI Text
16032 Vault Link
http://plansrv1/bridgemaintvault/b16032 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
34.43259167 Longitude DD
-98.40937778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16510 x
-10954881.8237525 y
4087037.484537 |
|||||||||||||||||||||||||||||||||||||
| 15944 | 5603 1147SX | 15944 | Okmulgee | I-40 EB | SHOULDERS CREEK | 5603 1147SX | (3) 10ft. X 8ft. X 92ft. LONG RCB | 1964 | 35.4315 | -95.88628056 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16509 BRKEY
15944 NBI No.
15944 On Under
1 Structure No.
5603 1147SX Control No.
003 Lane Ind.
S Milepoint
11470 Facility Carried
I-40 EB Feature Intersected
SHOULDERS CREEK Division
01 County
111 Location
11.47 E OKFUSKEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
90 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
1964 ADT Total
6200 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
9 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 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
15944 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 8ft. X 92ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 1147SX H Index
67 Latitude
35:25:53.4 Longitude
-95:53:10.61 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1147S NBI Text
15944 Vault Link
http://plansrv1/bridgemaintvault/b15944 GIS FO/SD
Meets Standards H Inv. Method
65.01 Latitude DD
35.4315 Longitude DD
-95.88628056 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16509 x
-10674011.9260002 y
4222675.98590827 |
|||||||||||||||||||||||||||||||||||||
| 15943 | 5603 1147NX | 15943 | Okmulgee | I-40 WB | SHOULDERS CREEK | 5603 1147NX | (3) 10ft. X 8ft. X 113ft. LONG RCB | 1964 | 35.43210278 | -95.88635833 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16508 BRKEY
15943 NBI No.
15943 On Under
1 Structure No.
5603 1147NX Control No.
003 Lane Ind.
N Milepoint
11470 Facility Carried
I-40 WB Feature Intersected
SHOULDERS CREEK Division
01 County
111 Location
11.47 E OKFUSKEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1964 ADT Total
6300 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
12 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
72.24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 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
15943 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 8ft. X 113ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 1147NX H Index
67 Latitude
35:25:55.57 Longitude
-95:53:10.89 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1147N NBI Text
15943 Vault Link
http://plansrv1/bridgemaintvault/b15943 GIS FO/SD
Meets Standards H Inv. Method
52.29 Latitude DD
35.43210278 Longitude DD
-95.88635833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16508 x
-10674020.583317 y
4222758.33821127 |
|||||||||||||||||||||||||||||||||||||
| 15942 | 2431 1104 X | 15942 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 1104 X | 3-10ft. X 10ft. X 190ft. R.C. BOX WITH 3ft. ADDft.L CURTAIN WALLS | 1964 | 36.397325 | -97.63888333 | 31.801 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16507 BRKEY
15942 NBI No.
15942 On Under
1 Structure No.
2431 1104 X Control No.
031 Lane Ind.
Milepoint
11040 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
14.1 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
7400 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
10 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
31.801 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
55.000002 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
15942 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 190ft. R.C. BOX WITH 3ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 1104 X H Index
97.9269 Latitude
36:23:50.37 Longitude
-97:38:19.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15942 Vault Link
http://plansrv1/bridgemaintvault/b15942 GIS FO/SD
Meets Standards H Inv. Method
85.4 Latitude DD
36.397325 Longitude DD
-97.63888333 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16507 x
-10869110.7739194 y
4355431.30993667 |
|||||||||||||||||||||||||||||||||||||
| 15941 | 2431 0985 X | 15941 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 0985 X | 3-10ft. X 12ft. X 167ft. R.C.BOX | 1964 | 36.39737222 | -97.66037222 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16506 BRKEY
15941 NBI No.
15941 On Under
1 Structure No.
2431 0985 X Control No.
031 Lane Ind.
Milepoint
09850 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
12.8 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
7400 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
6 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
55.000002 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
15941 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 12ft. X 167ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0985 X H Index
97.5002 Latitude
36:23:50.54 Longitude
-97:39:37.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15941 Vault Link
http://plansrv1/bridgemaintvault/b15941 GIS FO/SD
Meets Standards H Inv. Method
64 Latitude DD
36.39737222 Longitude DD
-97.66037222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16506 x
-10871502.906212 y
4355437.84039702 |
|||||||||||||||||||||||||||||||||||||
| 15940 | 4914 0872 X | 15940 | Mayes | S.H. 28 | CREEK | 4914 0872 X | 3-10ft. X 5ft. X 49ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1964 | 36.43781389 | -95.27839722 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16505 BRKEY
15940 NBI No.
15940 On Under
1 Structure No.
4914 0872 X Control No.
014 Lane Ind.
Milepoint
08720 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
097 Location
8.9 MI E ROGERS CO Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3800 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
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
48.1 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
23.999941 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
15940 ODOT County
49 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 5ft. X 49ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0872 X H Index
67 Latitude
36:26:16.13 Longitude
-95:16:42.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15940 Vault Link
http://plansrv1/bridgemaintvault/b15940 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
36.43781389 Longitude DD
-95.27839722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16505 x
-10606342.6621296 y
4361032.3249399 |
|||||||||||||||||||||||||||||||||||||
| 15939 | 1649 0796 X | 15939 | Comanche | I-44 | CREEK | 1649 0796 X | 3-10ft.X 6ft.X 147ft. R.C.BOX SK.30 DEG. | 1964 | 34.61327222 | -98.37912778 | 38.058 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16504 BRKEY
15939 NBI No.
15939 On Under
1 Structure No.
1649 0796 X Control No.
049 Lane Ind.
Milepoint
07960 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
031 Location
4.4 MI.NE.JCT.US281B Sufficiency
68.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54.029 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
22100 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
4 Fill RCB
5 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.2 HS Inv. Rating Method
1 HS Inv. Method
32.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
35360 Future ADT Year
2042 Bypass Detour
6.213712 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
15939 ODOT County
16 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
3-10ft.X 6ft.X 147ft. R.C.BOX SK.30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0796 X H Index
99.3495 Latitude
34:36:47.78 Longitude
-98:22:44.86 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
125 NBI Text
15939 Vault Link
http://plansrv1/bridgemaintvault/b15939 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.61327222 Longitude DD
-98.37912778 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16504 x
-10951514.409156 y
4111449.78830119 |
|||||||||||||||||||||||||||||||||||||
| 15847 | 1651T0030 X | 15847 | Comanche | BAILEY A TP (I-44) | U.S. 62 NB/ CO.RD/UP R.R | 1651T0030 X | 58ft.,2-77ft.,49ft. I-BM SPANS | 1963 | 34.72933611 | -98.39613611 | 263.123 | 73.999 | — | 4 | 38 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16502 BRKEY
15847 NBI No.
15847 On Under
1 Structure No.
1651T0030 X Control No.
051 Lane Ind.
Milepoint
00300 Facility Carried
BAILEY A TP (I-44) Feature Intersected
U.S. 62 NB/ CO.RD/UP R.R Division
07 County
031 Location
T.P. BR NO 60.77 Sufficiency
86.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
33.501 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
16200 ADT Year
2022 Design Load
HS 20 Skew
38 No. Main Spans
4 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
263.123 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106.2 HS Inv. Rating Method
1 HS Inv. Method
63.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25920 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1901 Max Measured Clearance
2101 Min Measured Clearance
1902 NBI Rating
15847 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
58ft.,2-77ft.,49ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0030 X H Index
99.1304 Latitude
34:43:45.61 Longitude
-98:23:46.09 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60.77 NBI Text
15847 Vault Link
http://plansrv1/bridgemaintvault/b15847 GIS FO/SD
FO H Inv. Method
48.2 Latitude DD
34.72933611 Longitude DD
-98.39613611 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16502 x
-10953407.7677908 y
4127159.56581163 |
|||||||||||||||||||||||||||||||||||||
| 15845 | 7285R0159 X | 15845 | Tulsa | S.H. 151 | S.H. 51 UNDER | 7285 0159 X | 53ft.-76ft.-76ft.-53ft. CONT | 1963 | 36.13089167 | -96.26960278 | 261.155 | 35 | — | 4 | 43 | 2 | 32.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.5 | Poor (4) | Serious (3) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 7300 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
16500 BRKEY
15845 NBI No.
15845 On Under
1 Structure No.
7285R0159 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 151 Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
1.5 MI E CREEK C/L Sufficiency
48.5 Kind Hwy
3 Level Service
1 Route No.
00151 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
7300 ADT Year
2007 Design Load
HS 20 Skew
43 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
261.155 Deck Width
35 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
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.281 HS Inv. Rating Method
1 HS Inv. Method
28.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11680 Future ADT Year
2027 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
20 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1611 Min Measured Clearance
1608 NBI Rating
15845 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
53ft.-76ft.-76ft.-53ft. CONT Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7285 0159 X H Index
76.4944 Latitude
36:07:51.21 Longitude
-96:16:10.57 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 151 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
15845 Vault Link
http://plansrv1/bridgemaintvault/b15845 GIS FO/SD
SD H Inv. Method
21.605 Latitude DD
36.13089167 Longitude DD
-96.26960278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16500 x
-10716683.1603403 y
4318646.84296176 |
|||||||||||||||||||||||||||||||||||||
| 15844 | 1651T1300 X | 15844 | Comanche | CO. RD. FAS 1627 | BAILEY A TP (I-44) UNDER | 1651T1300 X | 59ft.,2-69.4ft.,54ft. I-BM | 1963 | 34.82616389 | -98.21241667 | 253.937 | 28.999 | — | 4 | 52 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16499 BRKEY
15844 NBI No.
15844 On Under
1 Structure No.
1651T1300 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. FAS 1627 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
EAST OF FLETCHER Sufficiency
90 Kind Hwy
4 Level Service
1 Route No.
01627 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
52 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
253.937 Deck Width
28.999 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
88.6 HS Inv. Rating Method
1 HS Inv. Method
53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1700 Min Measured Clearance
1604 NBI Rating
15844 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
59ft.,2-69.4ft.,54ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1300 X H Index
91.7044 Latitude
34:49:34.19 Longitude
-98:12:44.7 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. FAS 1627 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.21 NBI Text
15844 Vault Link
http://plansrv1/bridgemaintvault/b15844 GIS FO/SD
FO H Inv. Method
41.6 Latitude DD
34.82616389 Longitude DD
-98.21241667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16499 x
-10932956.2132812 y
4140282.53293313 |
|||||||||||||||||||||||||||||||||||||
| 15843 | 7278 0184SXR | 15843 | Tulsa | I-44 RAMP E-S | MOOSER CR. & FRTG RD UND | 7278 0184SXR | 69ft.,71ft.,71ft.,40ft.IBM S | 1963 | 36.087356 | -96.007808 | 253 | 25 | — | 3 | 42 | 1 | 23 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 18500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16498 BRKEY
15843 NBI No.
15843 On Under
1 Structure No.
7278 0184SXR Control No.
078 Lane Ind.
S Milepoint
01840 Facility Carried
I-44 RAMP E-S Feature Intersected
MOOSER CR. & FRTG RD UND Division
08 County
143 Location
1.9 MI E JCT SH 66 Sufficiency
84.7 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
23 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
18500 ADT Year
2022 Design Load
HS 20 Skew
42 No. Main Spans
3 Road Width
23 Ref. Underclearance Rt.
H Underclearance Right
7 Underclearance Left
21.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
23 Span Type Main
M Material
3 - Steel Design
02 Length
253 Deck Width
25 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
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
83.1 HS Inv. Rating Method
1 HS Inv. Method
49.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29600 Future ADT Year
2042 Bypass Detour
0.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1805 Min Measured Clearance
1609 NBI Rating
15843 ODOT County
72 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
69ft.,71ft.,71ft.,40ft.IBM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7278 0184SXR H Index
90.4408 Latitude
36:05:14.48 Longitude
-96:00:28.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 RAMP E-S Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
15843 Vault Link
http://plansrv1/bridgemaintvault/b15843 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.087356 Longitude DD
-96.007808 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16498 x
-10687540.2987384 y
4312648.08995431 |
|||||||||||||||||||||||||||||||||||||
| 16132 | 5603 0658NX | 16132 | Okmulgee | I-40 WB | U.S. 62 UNDER | 5603 0658NX | 35ft. - (2) 64ft. - 40ft. I-BEAM SK 6° | 1964 | 35.432425 | -95.971775 | 206.001 | 47.001 | — | 4 | 6 | 3 | 42.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16497 BRKEY
16132 NBI No.
16132 On Under
1 Structure No.
5603 0658NX Control No.
003 Lane Ind.
N Milepoint
06580 Facility Carried
I-40 WB Feature Intersected
U.S. 62 UNDER Division
01 County
111 Location
6.58 E OKFUSKEE C/L Sufficiency
80.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
6 No. Main Spans
4 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
17.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
206.001 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.099997 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
2005 Min Measured Clearance
1901 NBI Rating
16132 ODOT County
56 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
2.5 Rt. Curb SW
2.5 Description
35ft. - (2) 64ft. - 40ft. I-BEAM SK 6° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0658NX H Index
84.7421 Latitude
35:25:56.73 Longitude
-95:58:18.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0658N NBI Text
16132 Vault Link
http://plansrv1/bridgemaintvault/b16132 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.432425 Longitude DD
-95.971775 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16497 x
-10683529.1235266 y
4222802.36042746 |
|||||||||||||||||||||||||||||||||||||
| 16131 | 5603 0658SX | 16131 | Okmulgee | I-40 EB | U.S. 62 UNDER | 5603 0658SX | 35ft. - (2) 64ft. - 40ft. I-BEAM SK 6° | 1964 | 35.43204444 | -95.97189444 | 206.001 | 47.001 | — | 4 | 6 | 3 | 42.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16496 BRKEY
16131 NBI No.
16131 On Under
1 Structure No.
5603 0658SX Control No.
003 Lane Ind.
S Milepoint
06580 Facility Carried
I-40 EB Feature Intersected
U.S. 62 UNDER Division
01 County
111 Location
6.58 E OKFUSKEE C/L Sufficiency
80.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
6 No. Main Spans
4 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
206.001 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.099997 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
1909 Min Measured Clearance
1802 NBI Rating
16131 ODOT County
56 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
2.5 Rt. Curb SW
2.5 Description
35ft. - (2) 64ft. - 40ft. I-BEAM SK 6° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0658SX H Index
87.8564 Latitude
35:25:55.36 Longitude
-95:58:18.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0658S NBI Text
16131 Vault Link
http://plansrv1/bridgemaintvault/b16131 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.43204444 Longitude DD
-95.97189444 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16496 x
-10683542.4195266 y
4222750.36772519 |
|||||||||||||||||||||||||||||||||||||
| 16130 | 1737T0469 X | 16130 | Cotton | BAILEY B TP (I-44) | DEEP RED RUN O'FLOW | 1737T0480 X | 4-50ft. I-BM SPANS | 1964 | 34.23087778 | -98.46086944 | 202.1 | 75 | — | 4 | 0 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Excellent (9) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16495 BRKEY
16130 NBI No.
16130 On Under
1 Structure No.
1737T0469 X Control No.
037 Lane Ind.
Milepoint
04690 Facility Carried
BAILEY B TP (I-44) Feature Intersected
DEEP RED RUN O'FLOW Division
07 County
033 Location
T.P.NO.20.11 Sufficiency
92.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
202.1 Deck Width
75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16130 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-50ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0480 X H Index
84.9973 Latitude
34:13:51.16 Longitude
-98:27:39.13 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.11 NBI Text
16130 Vault Link
http://plansrv1/bridgemaintvault/b16130 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.23087778 Longitude DD
-98.46086944 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16495 x
-10960613.8491238 y
4059845.56226713 |
|||||||||||||||||||||||||||||||||||||
| 16129 | 2642T0460 X | 16129 | Grady | BAILEY A TP (I-44) | EAST BILLS CREEK | 2642T0460 X | 63ft.,76ft.,63ft. I-BM SPA | 1964 | 34.93531389 | -98.03105833 | 204.068 | 73.999 | — | 3 | 0 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.5 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16494 BRKEY
16129 NBI No.
16129 On Under
1 Structure No.
2642T0460 X Control No.
042 Lane Ind.
Milepoint
04600 Facility Carried
BAILEY A TP (I-44) Feature Intersected
EAST BILLS CREEK Division
07 County
051 Location
T P BR NO 35.34 Sufficiency
91.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.501 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
10400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
204.068 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
56.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16129 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
63ft.,76ft.,63ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0460 X H Index
100 Latitude
34:56:07.13 Longitude
-98:01:51.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35.34 NBI Text
16129 Vault Link
http://plansrv1/bridgemaintvault/b16129 GIS FO/SD
Meets Standards H Inv. Method
31.4 Latitude DD
34.93531389 Longitude DD
-98.03105833 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16494 x
-10912767.4952213 y
4155094.030987 |
|||||||||||||||||||||||||||||||||||||
| 16128 | 1650T0088 X | 16128 | Comanche | BAILEY B TP (I-44) | SNAKE CREEK | 1650T0343 X | 63ft.,76ft.,63ft. I-BM SPA | 1964 | 34.46149444 | -98.40943056 | 204.068 | 73.999 | — | 3 | 0 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16493 BRKEY
16128 NBI No.
16128 On Under
1 Structure No.
1650T0088 X Control No.
050 Lane Ind.
Milepoint
00880 Facility Carried
BAILEY B TP (I-44) Feature Intersected
SNAKE CREEK Division
07 County
031 Location
T P BR NO 03.43 Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.501 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
204.068 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
56.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16128 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
63ft.,76ft.,63ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1650T0343 X H Index
100 Latitude
34:27:41.38 Longitude
-98:24:33.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.43 NBI Text
16128 Vault Link
http://plansrv1/bridgemaintvault/b16128 GIS FO/SD
Meets Standards H Inv. Method
31.4 Latitude DD
34.46149444 Longitude DD
-98.40943056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16493 x
-10954887.6991952 y
4090939.07216691 |
|||||||||||||||||||||||||||||||||||||
| 16127 | 6823 0481 X | 16127 | Sequoyah | N4660 RD | I-40 UNDER | 6823 0481 X | 33ft. - (2) 64ft. - 33ft. I-BEAM | 1964 | 35.43501667 | -94.72748333 | 195 | 27.001 | — | 4 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | 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) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16492 BRKEY
16127 NBI No.
16127 On Under
1 Structure No.
6823 0481 X Control No.
Lane Ind.
Milepoint
Facility Carried
N4660 RD Feature Intersected
I-40 UNDER Division
01 County
135 Location
4.81 E JCT US-59 Sufficiency
77.9 Kind Hwy
4 Level Service
1 Route No.
N4660 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
1964 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
8.999 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
195 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.6 HS Inv. Rating Method
1 HS Inv. Method
23.1 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
-1 Max Measured Clearance
1606 Min Measured Clearance
1601 NBI Rating
16127 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft. - (2) 64ft. - 33ft. I-BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0481 X H Index
93.7682 Latitude
35:26:06.06 Longitude
-94:43:38.94 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4660 RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0481 NBI Text
16127 Vault Link
http://plansrv1/bridgemaintvault/b16127 GIS FO/SD
FO H Inv. Method
15 Latitude DD
35.43501667 Longitude DD
-94.72748333 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16492 x
-10545015.2084239 y
4223156.44497009 |
|||||||||||||||||||||||||||||||||||||
| 16031 | 6823 1501NX | 16031 | Sequoyah | I-40 WB | OLD U.S. 64 UNDER | 6823 1501NX | 35ft. - 55ft. - 35ft. I-BEAM SK 30° | 1964 | 35.39573611 | -94.56360556 | 127 | 41 | — | 3 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16491 BRKEY
16031 NBI No.
16031 On Under
1 Structure No.
6823 1501NX Control No.
023 Lane Ind.
N Milepoint
15010 Facility Carried
I-40 WB Feature Intersected
OLD U.S. 64 UNDER Division
01 County
135 Location
2.2 W JCT US-64 Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00040 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
1964 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
4.501 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
127 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.5 HS Inv. Rating Method
1 HS Inv. Method
47.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 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
Y Existing Posting
-1 Max Measured Clearance
1407 Min Measured Clearance
1403 NBI Rating
16031 ODOT County
68 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
1.5 Rt. Curb SW
1.5 Description
35ft. - 55ft. - 35ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1501NX H Index
84.9899 Latitude
35:23:44.65 Longitude
-94:33:48.98 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1501N NBI Text
16031 Vault Link
http://plansrv1/bridgemaintvault/b16031 GIS FO/SD
Meets Standards H Inv. Method
34.9 Latitude DD
35.39573611 Longitude DD
-94.56360556 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16491 x
-10526772.4185152 y
4217790.99625472 |
|||||||||||||||||||||||||||||||||||||
| 16030 | 6823 1501SX | 16030 | Sequoyah | I-40 EB | OLD U.S. 64 UNDER | 6823 1501SX | 35ft. - 55ft. - 35ft. I-BEAM SK 60° | 1964 | 35.39539444 | -94.56367778 | 127.001 | 41.001 | — | 3 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.9 | 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 | 8950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16490 BRKEY
16030 NBI No.
16030 On Under
1 Structure No.
6823 1501SX Control No.
023 Lane Ind.
S Milepoint
15010 Facility Carried
I-40 EB Feature Intersected
OLD U.S. 64 UNDER Division
01 County
135 Location
2.2 W JCT US-64 Sufficiency
76.9 Kind Hwy
1 Level Service
1 Route No.
00040 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
1964 ADT Total
8950 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
3.599 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
127.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.5 HS Inv. Rating Method
1 HS Inv. Method
47.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14320 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
1405 Min Measured Clearance
1403 NBI Rating
16030 ODOT County
68 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
1.499 Rt. Curb SW
1.499 Description
35ft. - 55ft. - 35ft. I-BEAM SK 60° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1501SX H Index
71.4656 Latitude
35:23:43.42 Longitude
-94:33:49.24 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
23-1501S NBI Text
16030 Vault Link
http://plansrv1/bridgemaintvault/b16030 GIS FO/SD
FO H Inv. Method
34.9 Latitude DD
35.39539444 Longitude DD
-94.56367778 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16490 x
-10526780.4580088 y
4217744.3380022 |
|||||||||||||||||||||||||||||||||||||
| 16029 | 6823 1164SX | 16029 | Sequoyah | I-40 EB | LITTLE SKIN BAYOU CREEK | 6823 1164SX | (3) 40ft. I-BEAM SK 17° | 1964 | 35.393575 | -94.62267222 | 122.001 | 41.001 | — | 3 | 17 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16489 BRKEY
16029 NBI No.
16029 On Under
1 Structure No.
6823 1164SX Control No.
023 Lane Ind.
S Milepoint
11640 Facility Carried
I-40 EB Feature Intersected
LITTLE SKIN BAYOU CREEK Division
01 County
135 Location
1.4 W JCT US-64B Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8950 ADT Year
2022 Design Load
HS 20 Skew
17 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
122.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.869 HS Inv. Rating Method
1 HS Inv. Method
82.784 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14320 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
16029 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 40ft. I-BEAM SK 17° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1164SX H Index
87.9 Latitude
35:23:36.87 Longitude
-94:37:21.62 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
23-1164S NBI Text
16029 Vault Link
http://plansrv1/bridgemaintvault/b16029 GIS FO/SD
Meets Standards H Inv. Method
52.139 Latitude DD
35.393575 Longitude DD
-94.62267222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16489 x
-10533347.6890292 y
4217495.87968445 |
|||||||||||||||||||||||||||||||||||||
| 16028 | 6823 1164NX | 16028 | Sequoyah | I-40 WB | LITTLE SKIN BAYOU CREEK | 6823 1164NX | (3) 40ft. I-BEAM SK 17° | 1964 | 35.39386667 | -94.62237222 | 122.001 | 41.001 | — | 3 | 17 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16488 BRKEY
16028 NBI No.
16028 On Under
1 Structure No.
6823 1164NX Control No.
023 Lane Ind.
N Milepoint
11640 Facility Carried
I-40 WB Feature Intersected
LITTLE SKIN BAYOU CREEK Division
01 County
135 Location
1.4 W JCT US-64B Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
17 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
122.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.869 HS Inv. Rating Method
1 HS Inv. Method
82.784 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 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
16028 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 40ft. I-BEAM SK 17° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1164NX H Index
89.6098 Latitude
35:23:37.92 Longitude
-94:37:20.54 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
23-1164N NBI Text
16028 Vault Link
http://plansrv1/bridgemaintvault/b16028 GIS FO/SD
Meets Standards H Inv. Method
52.139 Latitude DD
35.39386667 Longitude DD
-94.62237222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16488 x
-10533314.293182 y
4217535.70905562 |
|||||||||||||||||||||||||||||||||||||
| 16027 | 4102 0914 X | 16027 | Lincoln | U.S. 62 | BRUSH CREEK | 4102 0914 X | 35ft.-50ft.-35ft. IBM SPAN | 1964 | 35.50686111 | -96.98586389 | 121.063 | 46.916 | — | 3 | 0 | 2 | 43.963 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16487 BRKEY
16027 NBI No.
16027 On Under
1 Structure No.
4102 0914 X Control No.
002 Lane Ind.
Milepoint
09140 Facility Carried
U.S. 62 Feature Intersected
BRUSH CREEK Division
03 County
081 Location
9.3 MI E OK C/L Sufficiency
81.7 Kind Hwy
2 Level Service
1 Route No.
00062 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
07 - Major Collector (Rural) Year Built
1964 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
46.916 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 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
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 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
16027 ODOT County
41 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
1.64 Rt. Curb SW
1.64 Description
35ft.-50ft.-35ft. IBM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4102 0914 X H Index
98.7371 Latitude
35:30:24.7 Longitude
-96:59:09.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16027 Vault Link
http://plansrv1/bridgemaintvault/b16027 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.50686111 Longitude DD
-96.98586389 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16487 x
-10796416.9823805 y
4232976.66819067 |
|||||||||||||||||||||||||||||||||||||
| 16026 | 1649 0537WX | 16026 | Comanche | I-44 SB | BISHOP RD EW-168 UNDER | 1649 0537WX | 35ft.-52ft.-40ft. I-BM. SPANS SK.40 DEG.02ft.42ft. WITH 2-18ft. SAFETY CURBS | 1964 | 34.579653 | -98.391169 | 128.937 | 42.999 | — | 3 | 40 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | 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 | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16486 BRKEY
16026 NBI No.
16026 On Under
1 Structure No.
1649 0537WX Control No.
049 Lane Ind.
W Milepoint
05370 Facility Carried
I-44 SB Feature Intersected
BISHOP RD EW-168 UNDER Division
07 County
031 Location
1.9 MI.NE.JCT.US281B Sufficiency
87.7 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
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 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
128.937 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 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
1306 Max Measured Clearance
1406 Min Measured Clearance
1309 NBI Rating
16026 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
35ft.-52ft.-40ft. I-BM. SPANS SK.40 DEG.02ft.42ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0537WX H Index
87.0822 Latitude
34:34:46.75 Longitude
-98:23:28.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
116 NBI Text
16026 Vault Link
http://plansrv1/bridgemaintvault/b16026 GIS FO/SD
FO H Inv. Method
23 Latitude DD
34.579653 Longitude DD
-98.391169 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16486 x
-10952854.8316349 y
4106903.37859625 |
|||||||||||||||||||||||||||||||||||||
| 15938 | 0514 0761 X | 15938 | Beckham | S.H. 6 | CREEK | 0514 0761 X | 2-10ft.X3ft.X104ft. R.C.B. SK. 45 DEG. RF W/ DROP INLET & HANDRAILS | 1964 | 35.40084444 | -99.40475278 | 30.84 | 82.001 | — | 2 | 45 | 4 | 80 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16485 BRKEY
15938 NBI No.
15938 On Under
1 Structure No.
0514 0761 X Control No.
014 Lane Ind.
Milepoint
07610 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
0.8 MI N JCT I-40 Sufficiency
87.6 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
9800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
54.003 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
82.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.77 HS Inv. Rating Method
1 HS Inv. Method
26.86 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15680 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15938 ODOT County
05 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
1.001 Description
2-10ft.X3ft.X104ft. R.C.B. SK. 45 DEG. RF W/ DROP INLET & HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0514 0761 X H Index
93.4 Latitude
35:24:03.04 Longitude
-99:24:17.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15938 Vault Link
http://plansrv1/bridgemaintvault/b15938 GIS FO/SD
Meets Standards H Inv. Method
14.92 Latitude DD
35.40084444 Longitude DD
-99.40475278 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16485 x
-11065686.4619008 y
4218488.61034555 |
|||||||||||||||||||||||||||||||||||||
| 15937 | 6823 0697SX | 15937 | Sequoyah | I-40 EB | WOLF CREEK | 6823 0697SX | (3) 10ft. X 12ft. X 111ft. LONG RCB | 1964 | 35.41691111 | -94.69615833 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | 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 | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16484 BRKEY
15937 NBI No.
15937 On Under
1 Structure No.
6823 0697SX Control No.
023 Lane Ind.
S Milepoint
06970 Facility Carried
I-40 EB Feature Intersected
WOLF CREEK Division
01 County
135 Location
2.2 W JCT US-64 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1964 ADT Total
9250 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
14 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
67.43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 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
15937 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 12ft. X 111ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0697SX H Index
94.4923 Latitude
35:25:00.88 Longitude
-94:41:46.17 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 EB Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0697S NBI Text
15937 Vault Link
http://plansrv1/bridgemaintvault/b15937 GIS FO/SD
Meets Standards H Inv. Method
57.02 Latitude DD
35.41691111 Longitude DD
-94.69615833 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16484 x
-10541528.1253748 y
4220683.02762742 |
|||||||||||||||||||||||||||||||||||||
| 15936 | 6823 0697NX | 15936 | Sequoyah | I-40 WB | WOLF CREEK | 6823 0697NX | (3) 10ft. X 12ft. X 115ft. LONG RCB | 1964 | 35.41757778 | -94.6954 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | 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 | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16483 BRKEY
15936 NBI No.
15936 On Under
1 Structure No.
6823 0697NX Control No.
023 Lane Ind.
N Milepoint
06970 Facility Carried
I-40 WB Feature Intersected
WOLF CREEK Division
01 County
135 Location
2.2 W JCT US-64 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1964 ADT Total
9900 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
14 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
67.43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.099997 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
15936 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 12ft. X 115ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0697NX H Index
64.0434 Latitude
35:25:03.28 Longitude
-94:41:43.44 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0697N NBI Text
15936 Vault Link
http://plansrv1/bridgemaintvault/b15936 GIS FO/SD
Meets Standards H Inv. Method
57.02 Latitude DD
35.41757778 Longitude DD
-94.6954 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16483 x
-10541443.7084654 y
4220774.09217652 |
|||||||||||||||||||||||||||||||||||||
| 15935 | 1649 0452 X | 15935 | Comanche | I-44 | CREEK | 1649 0452 X | 2-10ft.X 6ft.X 177ft. R.C.BOX SK.45 DEG. WITH 3ft. ADDITIONAL CURTAIN WALLS | 1964 | 34.5697 | -98.39498889 | 30.84 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | 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 | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16482 BRKEY
15935 NBI No.
15935 On Under
1 Structure No.
1649 0452 X Control No.
049 Lane Ind.
Milepoint
04520 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
031 Location
1.2 MI.NE.JCT.US281B Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54.029 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7000 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
8 Appr. Roadway Width
53.999 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.9 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 Future ADT Year
2042 Bypass Detour
6.213712 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
15935 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 177ft. R.C.BOX SK.45 DEG. WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0452 X H Index
98.6774 Latitude
34:34:10.92 Longitude
-98:23:41.96 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
112 NBI Text
15935 Vault Link
http://plansrv1/bridgemaintvault/b15935 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.5697 Longitude DD
-98.39498889 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16482 x
-10953280.0598446 y
4105557.76281543 |
|||||||||||||||||||||||||||||||||||||
| 15934 | 1649 0412 X | 15934 | Comanche | I-44 | CREEK | 1649 0412 X | 3-8ft.X 7ft.X 129ft. R.C.BOX SK.30 DEG. WITH 3ft. ADDITIONAL CURTAIN WALLS | 1964 | 34.56251944 | -98.39620278 | 32.152 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.9 | 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 | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16481 BRKEY
15934 NBI No.
15934 On Under
1 Structure No.
1649 0412 X Control No.
049 Lane Ind.
Milepoint
04120 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
031 Location
0.8 MI.E. JCT.US281B Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54.029 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7200 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
4 Fill RCB
3 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
62.9 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
6.213712 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
15934 ODOT County
16 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
3-8ft.X 7ft.X 129ft. R.C.BOX SK.30 DEG. WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0412 X H Index
98.537 Latitude
34:33:45.07 Longitude
-98:23:46.33 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
109 NBI Text
15934 Vault Link
http://plansrv1/bridgemaintvault/b15934 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.56251944 Longitude DD
-98.39620278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16481 x
-10953415.1894613 y
4104587.07263476 |
|||||||||||||||||||||||||||||||||||||
| 15933 | 0542 0406 X | 15933 | Beckham | S.H. 6 | CREEK | 0542 0406 X | 3-10ft.X10ft.X70ft. RDY. R.C.B. | 1964 | 35.40703889 | -99.58366667 | 34.121 | 72.001 | — | 3 | 0 | 2 | 70 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16480 BRKEY
15933 NBI No.
15933 On Under
1 Structure No.
0542 0406 X Control No.
042 Lane Ind.
Milepoint
04060 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
4.0 MI E JCT U.S. 283 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
70 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
34.121 Deck Width
72.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15933 ODOT County
05 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.X70ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0542 0406 X H Index
98.02 Latitude
35:24:25.34 Longitude
-99:35:01.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15933 Vault Link
http://plansrv1/bridgemaintvault/b15933 GIS FO/SD
Meets Standards H Inv. Method
82.4 Latitude DD
35.40703889 Longitude DD
-99.58366667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16480 x
-11085603.0650315 y
4219334.60865416 |