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.
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| 16793 | 7209 1338NX | 16793 | Tulsa | I-244 | MINGO CREEK | 7209 1338NX | 64ft.-80ft.-64ft. CONT. WE | 1966 | 36.16501944 | -95.86669722 | 210 | 76.001 | — | 3 | 13 | 5 | 72.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | 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 | 45150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16973 BRKEY
16793 NBI No.
16793 On Under
1 Structure No.
7209 1338NX Control No.
009 Lane Ind.
N Milepoint
13380 Facility Carried
I-244 Feature Intersected
MINGO CREEK Division
08 County
143 Location
6.38 MI E JCT I 444 Sufficiency
95.6 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.999 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
1966 ADT Total
45150 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
72.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
72.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.3 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
72240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16793 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. CONT. WE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1338NX H Index
98.6903 Latitude
36:09:54.07 Longitude
-95:52:00.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 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
16793 Vault Link
http://plansrv1/bridgemaintvault/b16793 GIS FO/SD
Meets Standards H Inv. Method
21.3 Latitude DD
36.16501944 Longitude DD
-95.86669722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16973 x
-10671831.9185633 y
4323351.61420326 |
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| 16792 | 6419 0495 X | 16792 | Pushmataha | S.H. 2 | TEN MILE CREEK | 6419 0495 X | 64ft.-80ft.-64ft. CONT. PLATE GIRDER SPANS SK. 60 DEG. WITH 2-18ft. SCft.S | 1966 | 34.30400833 | -95.65454167 | 210 | 31 | — | 3 | 30 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16972 BRKEY
16792 NBI No.
16792 On Under
1 Structure No.
6419 0495 X Control No.
019 Lane Ind.
Milepoint
04950 Facility Carried
S.H. 2 Feature Intersected
TEN MILE CREEK Division
02 County
127 Location
4.9 MI N JCT SH 3 Sufficiency
80.6 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1966 ADT Total
690 ADT Year
2022 Design Load
H 20 Skew
30 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
Appr. Roadway Width
32 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.2 HS Inv. Rating Method
1 HS Inv. Method
26.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16792 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
64ft.-80ft.-64ft. CONT. PLATE GIRDER SPANS SK. 60 DEG. WITH 2-18ft. SCft.S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 0495 X H Index
89.1856 Latitude
34:18:14.43 Longitude
-95:39:16.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
071 NBI Text
16792 Vault Link
http://plansrv1/bridgemaintvault/b16792 GIS FO/SD
Meets Standards H Inv. Method
18.1 Latitude DD
34.30400833 Longitude DD
-95.65454167 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16972 x
-10648214.8707684 y
4069696.33148616 |
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| 16791 | 0905 1950 X | 16791 | Canadian | FAS 3861 (CU CLUB) | I-40 UNDER | 0905 1950 X | 34ft. (2-75ft. CONT.) 34ft. I- BM. SPANS & 2 -.5ft. SAFETY CURBS | 1966 | 35.50761389 | -97.97273611 | 219.16 | 46.401 | — | 2 | 25 | 2 | 42.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16971 BRKEY
16791 NBI No.
16791 On Under
1 Structure No.
0905 1950 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAS 3861 (CU CLUB) Feature Intersected
I-40 UNDER Division
04 County
017 Location
19.5 MI. E. CADDO CO Sufficiency
85.7 Kind Hwy
5 Level Service
1 Route No.
03861 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1966 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
2 Road Width
42.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
27.251 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
219.16 Deck Width
46.401 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1610 Min Measured Clearance
1604 NBI Rating
16791 ODOT County
09 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
0.499 Rt. Curb SW
0.499 Description
34ft. (2-75ft. CONT.) 34ft. I- BM. SPANS & 2 -.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1950 X H Index
73.0642 Latitude
35:30:27.41 Longitude
-97:58:21.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
FAS 3861 (COUNTRY CLUB) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16791 Vault Link
http://plansrv1/bridgemaintvault/b16791 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.50761389 Longitude DD
-97.97273611 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
16971 x
-10906275.095389 y
4233079.61013957 |
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| 16700 | 5806 0146 X | 16700 | Ottawa | U.S. 60 | CREEK | 5806 0146 X | (13ft.-17ft.-13ft.) X 5ft. X | 1966 | 36.688825 | -94.97382222 | 45.932 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16970 BRKEY
16700 NBI No.
16700 On Under
1 Structure No.
5806 0146 X Control No.
006 Lane Ind.
Milepoint
01460 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
1.5 MI N DELAWARE C/L Sufficiency
90.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1966 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
7200 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16700 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 5ft. X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5806 0146 X H Index
94.6751 Latitude
36:41:19.77 Longitude
-94:58:25.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16700 Vault Link
http://plansrv1/bridgemaintvault/b16700 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.688825 Longitude DD
-94.97382222 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16970 x
-10572437.5282213 y
4395821.30683758 |
|||||||||||||||||||||||||||||||||||||
| 16604 | 6108 0067NX | 16604 | Pittsburg | U.S. 270 WB | A OK R.R. & 9 ST.UNDER | 6108 0067NX | 3-55ft., 42ft. I-BM. SPA | 1965 | 34.930414 | -95.7581 | 233.924 | 32.5 | — | 5 | 56 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16963 BRKEY
16604 NBI No.
16604 On Under
1 Structure No.
6108 0067NX Control No.
008 Lane Ind.
N Milepoint
00670 Facility Carried
U.S. 270 WB Feature Intersected
A OK R.R. & 9 ST.UNDER Division
02 County
121 Location
IN MCALESTER Sufficiency
64 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
5 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
26.001 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
1965 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
56 No. Main Spans
5 Road Width
26.001 Ref. Underclearance Rt.
R Underclearance Right
17.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
233.924 Deck Width
32.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1902 Min Measured Clearance
1705 NBI Rating
16604 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
1.499 Description
3-55ft., 42ft. I-BM. SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0067NX H Index
81.6436 Latitude
34:55:49.49 Longitude
-95:45:29.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
046 NBI Text
16604 Vault Link
http://plansrv1/bridgemaintvault/b16604 GIS FO/SD
FO H Inv. Method
18 Latitude DD
34.930414 Longitude DD
-95.7581 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16963 x
-10659742.9313314 y
4154428.70093079 |
|||||||||||||||||||||||||||||||||||||
| 16603 | 4317 1685 X | 16603 | Love | CO. RD. E210.5 | I-35 UNDER | 4317 1685 X | 32ft. - (2) 81ft. CONTINUOUS - 32ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS | 1965 | 33.962183 | -97.134317 | 229.003 | 27.001 | — | 4 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.8 | Critical (2) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16962 BRKEY
16603 NBI No.
16603 On Under
1 Structure No.
4317 1685 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E210.5 Feature Intersected
I-35 UNDER Division
07 County
085 Location
1.6 MI N JCT SH32 Sufficiency
39.8 Kind Hwy
4 Level Service
1 Route No.
E2105 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24 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
1965 ADT Total
75 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
11.401 Underclearance Left
44.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
229.003 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.6 HS Inv. Rating Method
3 HS Inv. Method
0 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
120 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1611 Min Measured Clearance
1606 NBI Rating
16603 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft. - (2) 81ft. CONTINUOUS - 32ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1685 X H Index
84.4309 Latitude
33:57:43.86 Longitude
-97:08:03.54 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E210.5 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118 NBI Text
16603 Vault Link
http://plansrv1/bridgemaintvault/b16603 GIS FO/SD
Meets Standards H Inv. Method
58.6 Latitude DD
33.962183 Longitude DD
-97.134317 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16962 x
-10812942.7069924 y
4023725.25661439 |
|||||||||||||||||||||||||||||||||||||
| 16885 | 0317 1334 X | 16885 | Atoka | S.H. 43 | MCGEE CREEK O'FLOW | 0317 1334 X | (3) 10ft. X 8ft. X 49ft. LONG RCB | 1967 | 34.50645833 | -95.84160833 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16959 BRKEY
16885 NBI No.
16885 On Under
1 Structure No.
0317 1334 X Control No.
017 Lane Ind.
Milepoint
13340 Facility Carried
S.H. 43 Feature Intersected
MCGEE CREEK O'FLOW Division
02 County
005 Location
13.34 E JCT US-69 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
47.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
480 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
6 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
100 HS Inv. Rating Method
1 HS Inv. Method
88.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16885 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 8ft. X 49ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1334 X H Index
67 Latitude
34:30:23.25 Longitude
-95:50:29.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69 NBI Text
16885 Vault Link
http://plansrv1/bridgemaintvault/b16885 GIS FO/SD
Meets Standards H Inv. Method
49 Latitude DD
34.50645833 Longitude DD
-95.84160833 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16959 x
-10669039.036104 y
4097011.43822785 |
|||||||||||||||||||||||||||||||||||||
| 16884 | 6020 1255 X | 16884 | Payne | S.H. 51 | CREEK | 6020 1255 X | 3-10ft.X 12ft.X 139ft. R.C.BOX SK. 60 DEG. | 1967 | 36.11545 | -96.82783333 | 38.661 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16958 BRKEY
16884 NBI No.
16884 On Under
1 Structure No.
6020 1255 X Control No.
020 Lane Ind.
Milepoint
12550 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
119 Location
3.5 MI W JCT SH 18 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.661 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 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
51.7 HS Inv. Rating Method
1 HS Inv. Method
31.01 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
5760 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16884 ODOT County
60 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 139ft. R.C.BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6020 1255 X H Index
92.6577 Latitude
36:06:55.62 Longitude
-96:49:40.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16884 Vault Link
http://plansrv1/bridgemaintvault/b16884 GIS FO/SD
Meets Standards H Inv. Method
26.32 Latitude DD
36.11545 Longitude DD
-96.82783333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16958 x
-10778825.1009116 y
4316518.76426215 |
|||||||||||||||||||||||||||||||||||||
| 16883 | 0317 1255 X | 16883 | Atoka | S.H. 43 | CREEK | 0317 1255 X | (3) 10ft. X 5ft. X 44ft. LONG RCB | 1967 | 34.50645 | -95.84936667 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16957 BRKEY
16883 NBI No.
16883 On Under
1 Structure No.
0317 1255 X Control No.
017 Lane Ind.
Milepoint
12550 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
005 Location
12.55 E JCT US-69 Sufficiency
86 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
43.3 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16883 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 5ft. X 44ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1255 X H Index
66.9993 Latitude
34:30:23.22 Longitude
-95:50:57.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68 NBI Text
16883 Vault Link
http://plansrv1/bridgemaintvault/b16883 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
34.50645 Longitude DD
-95.84936667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16957 x
-10669902.6905622 y
4097010.31295944 |
|||||||||||||||||||||||||||||||||||||
| 16882 | 5115 1231 X | 16882 | Muskogee | I-40 | CREEK | 5115 1231 X | 3-10ft.X 12ft.X 214ft. R.C | 1967 | 35.481703 | -95.131383 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16956 BRKEY
16882 NBI No.
16882 On Under
1 Structure No.
5115 1231 X Control No.
015 Lane Ind.
Milepoint
12310 Facility Carried
I-40 Feature Intersected
CREEK Division
01 County
101 Location
12.3 MI E C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
95 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
1967 ADT Total
17200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
95 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
90.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
12.2 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
16882 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 214ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 1231 X H Index
67 Latitude
35:28:54.13 Longitude
-95:07:52.98 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16882 Vault Link
http://plansrv1/bridgemaintvault/b16882 GIS FO/SD
Meets Standards H Inv. Method
75.3 Latitude DD
35.481703 Longitude DD
-95.131383 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16956 x
-10589977.1140199 y
4229536.8753769 |
|||||||||||||||||||||||||||||||||||||
| 16881 | 0317 1218 X | 16881 | Atoka | S.H. 43 | RANDOLPH CREEK | 0317 1218 X | (3) 10ft. X 6ft. X 55ft. LONG RCB | 1967 | 34.50640278 | -95.85579444 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16955 BRKEY
16881 NBI No.
16881 On Under
1 Structure No.
0317 1218 X Control No.
017 Lane Ind.
Milepoint
12180 Facility Carried
S.H. 43 Feature Intersected
RANDOLPH CREEK Division
02 County
005 Location
12.18 E JCT US-69 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.999 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
1967 ADT Total
480 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
4 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
84.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16881 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 6ft. X 55ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1218 X H Index
100 Latitude
34:30:23.05 Longitude
-95:51:20.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
67 NBI Text
16881 Vault Link
http://plansrv1/bridgemaintvault/b16881 GIS FO/SD
Meets Standards H Inv. Method
46.75 Latitude DD
34.50640278 Longitude DD
-95.85579444 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16955 x
-10670618.2266455 y
4097003.93418918 |
|||||||||||||||||||||||||||||||||||||
| 16880 | 2606 1127 X | 16880 | Grady | U.S. 81 | CREEK | 2606 1127 X | 2-10ft. X 8ft. X 149ft. R.C.B. WITH 4ft. CURTAIN WALLS | 1967 | 34.840425 | -97.95953889 | 32.201 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16954 BRKEY
16880 NBI No.
16880 On Under
1 Structure No.
2606 1127 X Control No.
006 Lane Ind.
Milepoint
11270 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
051 Location
4.0 MI N SH17 Sufficiency
69.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
1967 ADT Total
6300 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
3 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.201 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
58.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16880 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 149ft. R.C.B. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 1127 X H Index
97.9134 Latitude
34:50:25.53 Longitude
-97:57:34.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24-26 NBI Text
16880 Vault Link
http://plansrv1/bridgemaintvault/b16880 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.840425 Longitude DD
-97.95953889 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16954 x
-10904805.9875787 y
4142216.6286931 |
|||||||||||||||||||||||||||||||||||||
| 16790 | 7209R1528 X | 16790 | Tulsa | 129TH E. AVE. | I-244 UNDER | 7209 1528 X | 40ft.,64ft.,64ft.,40ft.CONPL | 1966 | 36.16555556 | -95.83333333 | 211.942 | 37.073 | — | 4 | 30 | 2 | 29.856 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.8 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 3200 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
16953 BRKEY
16790 NBI No.
16790 On Under
1 Structure No.
7209R1528 X Control No.
Lane Ind.
Milepoint
Facility Carried
129TH E. AVE. Feature Intersected
I-244 UNDER Division
08 County
143 Location
1.54 MI E JCT US 169 Sufficiency
47.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1966 ADT Total
3200 ADT Year
2016 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
29.856 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
29.856 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.942 Deck Width
37.073 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
4 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.635 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2036 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
1702 Max Measured Clearance
1711 Min Measured Clearance
1610 NBI Rating
16790 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
2.625 Rt. Curb SW
2.625 Description
40ft.,64ft.,64ft.,40ft.CONPL Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1528 X H Index
64.3157 Latitude
36:09:56 Longitude
-95:50:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
129TH E. AVE. 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
16790 Vault Link
http://plansrv1/bridgemaintvault/b16790 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.16555556 Longitude DD
-95.83333333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16953 x
-10668117.8673176 y
4323425.53873711 |
|||||||||||||||||||||||||||||||||||||
| 16789 | 7209 1427 X | 16789 | Tulsa | GARNETT RD. | I-244 UNDER | 7209 1427 X | 34ft.(2-72ft.CON)34ft.I-BM | 1966 | 36.165994 | -95.85125 | 218 | 60 | — | 2 | 0 | 4 | 48 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16952 BRKEY
16789 NBI No.
16789 On Under
1 Structure No.
7209 1427 X Control No.
Lane Ind.
Milepoint
Facility Carried
GARNETT RD. Feature Intersected
I-244 UNDER Division
08 County
143 Location
.53 MI E JCT US 169 Sufficiency
75.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1966 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
48 Ref. Underclearance Rt.
H Underclearance Right
9 Underclearance Left
4.33 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
51.837 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
218 Deck Width
60 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 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
1607 NBI Rating
16789 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
34ft.(2-72ft.CON)34ft.I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1427 X H Index
75.5394 Latitude
36:09:57.58 Longitude
-95:51:04.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
GARNETT RD. 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
16789 Vault Link
http://plansrv1/bridgemaintvault/b16789 GIS FO/SD
FO H Inv. Method
20 Latitude DD
36.165994 Longitude DD
-95.85125 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
16952 x
-10670112.3418988 y
4323485.99474343 |
|||||||||||||||||||||||||||||||||||||
| 16788 | 7290 0303X | 16788 | Tulsa | SHERIDAN RD. NB | S.H. 11 UNDER | 7290 0303 X | 42ft.,2-67ft.,42ft.STL I-B | 1966 | 36.188611 | -95.904444 | 219.16 | 32.999 | — | 4 | 35 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16951 BRKEY
16788 NBI No.
16788 On Under
1 Structure No.
7290 0303X Control No.
Lane Ind.
Milepoint
Facility Carried
SHERIDAN RD. NB Feature Intersected
S.H. 11 UNDER Division
08 County
143 Location
JCT SHERIDAN RD Sufficiency
79 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1966 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
14 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
219.16 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1605 Min Measured Clearance
1511 NBI Rating
16788 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
3.999 Description
42ft.,2-67ft.,42ft.STL I-B Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0303 X H Index
95.3394 Latitude
36:11:19 Longitude
-95:54:16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
SHERIDAN RD. 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
16788 Vault Link
http://plansrv1/bridgemaintvault/b16788 GIS FO/SD
FO H Inv. Method
28 Latitude DD
36.188611 Longitude DD
-95.904444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
16951 x
-10676033.870892 y
4326605.0866676 |
|||||||||||||||||||||||||||||||||||||
| 16787 | 7290 0301X | 16787 | Tulsa | SHERIDAN RD. SB | S.H. 11 UNDER | 7290 0301 X | 42ft.,2-67ft.,40ft. I-BM S | 1966 | 36.188714 | -95.904717 | 218.501 | 32.999 | — | 4 | 35 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16950 BRKEY
16787 NBI No.
16787 On Under
1 Structure No.
7290 0301X Control No.
Lane Ind.
Milepoint
Facility Carried
SHERIDAN RD. SB Feature Intersected
S.H. 11 UNDER Division
08 County
143 Location
JCT SHERIDAN RD Sufficiency
79 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1966 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
218.501 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1611 Min Measured Clearance
1602 NBI Rating
16787 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
3.999 Description
42ft.,2-67ft.,40ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0301 X H Index
95.3577 Latitude
36:11:19.37 Longitude
-95:54:16.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
SHERIDAN RD. 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
16787 Vault Link
http://plansrv1/bridgemaintvault/b16787 GIS FO/SD
FO H Inv. Method
28 Latitude DD
36.188714 Longitude DD
-95.904717 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16950 x
-10676064.261113 y
4326619.29337307 |
|||||||||||||||||||||||||||||||||||||
| 16786 | 0905 1656 X | 16786 | Canadian | ELM STREET | I-40 UNDER | 0905 1656 X | 34ft. (2-66ft. CONT.) 34ft. I- BM. SPANS SK.30 DEG. | 1966 | 35.521647 | -98.021778 | 202.1 | 29.4 | — | 2 | 30 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16949 BRKEY
16786 NBI No.
16786 On Under
1 Structure No.
0905 1656 X Control No.
Lane Ind.
Milepoint
Facility Carried
ELM STREET Feature Intersected
I-40 UNDER Division
04 County
017 Location
16.6 MI. E. CADDO CO Sufficiency
90.9 Kind Hwy
5 Level Service
1 Route No.
N2790 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
1966 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
17.7 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
202.1 Deck Width
29.4 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
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1706 Min Measured Clearance
1608 NBI Rating
16786 ODOT County
09 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
34ft. (2-66ft. CONT.) 34ft. I- BM. SPANS SK.30 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1656 X H Index
81.8574 Latitude
35:31:17.93 Longitude
-98:01:18.4 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
ELM STREET Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16786 Vault Link
http://plansrv1/bridgemaintvault/b16786 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.521647 Longitude DD
-98.021778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16949 x
-10911734.4136113 y
4234998.80129226 |
|||||||||||||||||||||||||||||||||||||
| 16691 | 6419 2712 X | 16691 | Pushmataha | S.H. 2 | CREEK | 6419 2712 X | (3) 10ft. X 7ft. X 46.4ft. LONG RCB | 1966 | 34.55279722 | -95.44971389 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 670 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16944 BRKEY
16691 NBI No.
16691 On Under
1 Structure No.
6419 2712 X Control No.
019 Lane Ind.
Milepoint
27120 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
127 Location
27.12 N JCT SH-3 Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00002 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
1966 ADT Total
670 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 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
54.05 HS Inv. Rating Method
1 HS Inv. Method
32.42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1072 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16691 ODOT County
64 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 7ft. X 46.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 2712 X H Index
99.5251 Latitude
34:33:10.07 Longitude
-95:26:58.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
082 NBI Text
16691 Vault Link
http://plansrv1/bridgemaintvault/b16691 GIS FO/SD
Meets Standards H Inv. Method
17.98 Latitude DD
34.55279722 Longitude DD
-95.44971389 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16944 x
-10625413.5465984 y
4103272.926578 |
|||||||||||||||||||||||||||||||||||||
| 16690 | 0905 2408 X | 16690 | Canadian | I-40 | CREEK | 0905 2408 X | 3-10ft. X 9ft. X 211ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1966 | 35.50059722 | -97.893425 | 33.671 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 40700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16943 BRKEY
16690 NBI No.
16690 On Under
1 Structure No.
0905 2408 X Control No.
005 Lane Ind.
Milepoint
24080 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
24.0 MI. E. CADDO CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
40700 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
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.671 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
82.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
65120 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16690 ODOT County
09 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 211ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2408 X H Index
99.1725 Latitude
35:30:02.15 Longitude
-97:53:36.33 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
NBI Text
16690 Vault Link
http://plansrv1/bridgemaintvault/b16690 GIS FO/SD
Meets Standards H Inv. Method
46.07 Latitude DD
35.50059722 Longitude DD
-97.893425 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16943 x
-10897446.2230095 y
4232120.12461012 |
|||||||||||||||||||||||||||||||||||||
| 16689 | 0905 2365 X | 16689 | Canadian | I-40 | CREEK | 0905 2365 X | 3-10ft. X 7ft. X 202ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1966 | 35.50032222 | -97.90088056 | 32.136 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 40700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16942 BRKEY
16689 NBI No.
16689 On Under
1 Structure No.
0905 2365 X Control No.
005 Lane Ind.
Milepoint
23650 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
2.05E OF I-40 & US81 Sufficiency
69 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
40700 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
6 Fill RCB
4 Appr. Roadway Width
112 Span Type Main
M Material
1 - Concrete Design
19 Length
32.136 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.11 HS Inv. Rating Method
1 HS Inv. Method
37.26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
65120 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16689 ODOT County
09 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 7ft. X 202ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2365 X H Index
99.767 Latitude
35:30:01.16 Longitude
-97:54:03.17 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
NBI Text
16689 Vault Link
http://plansrv1/bridgemaintvault/b16689 GIS FO/SD
Meets Standards H Inv. Method
20.68 Latitude DD
35.50032222 Longitude DD
-97.90088056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16942 x
-10898276.1721523 y
4232082.52179519 |
|||||||||||||||||||||||||||||||||||||
| 16600 | 6108 1241 X | 16600 | Pittsburg | U.S. 270 | BLUE CREEK | 6108 1241 X | 3-70ft. I-BM. SPANS ON | 1965 | 34.857583 | -95.593856 | 212.999 | 46.2 | — | 3 | 0 | 2 | 44 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16941 BRKEY
16600 NBI No.
16600 On Under
1 Structure No.
6108 1241 X Control No.
008 Lane Ind.
Milepoint
12410 Facility Carried
U.S. 270 Feature Intersected
BLUE CREEK Division
02 County
121 Location
12.4 SE JCT US 69B Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1965 ADT Total
8600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
212.999 Deck Width
46.2 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.5 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13760 Future ADT Year
2042 Bypass Detour
4.97097 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
16600 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.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
3-70ft. I-BM. SPANS ON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 1241 X H Index
73.8706 Latitude
34:51:27.3 Longitude
-95:35:37.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
057 NBI Text
16600 Vault Link
http://plansrv1/bridgemaintvault/b16600 GIS FO/SD
Meets Standards H Inv. Method
44.9 Latitude DD
34.857583 Longitude DD
-95.593856 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16941 x
-10641459.3728855 y
4144544.04565309 |
|||||||||||||||||||||||||||||||||||||
| 16599 | 7280R1300 X | 16599 | Tulsa | LYNN LN. | S.H. 51 UNDER | 7280R1300 X | 2 (165ft.)PCB WITH 2-18ft. SAFETY CURBS SK 66 DEG. 45ft.50ft. | 1965 | 35.31666667 | -95.55972222 | 216.864 | 32.999 | — | 4 | 23 | -1 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Not applicable (N) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
16940 BRKEY
16599 NBI No.
16599 On Under
1 Structure No.
7280R1300 X Control No.
Lane Ind.
Milepoint
Facility Carried
LYNN LN. Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
6.8 MI SE JCT US64 Sufficiency
98 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
52.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1965 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
23 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
15 Deck Structure Type
1 No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
216.864 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16599 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
2 (165ft.)PCB WITH 2-18ft. SAFETY CURBS SK 66 DEG. 45ft.50ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R1300 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
LYNN LN. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16599 Vault Link
http://plansrv1/bridgemaintvault/b16599 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
16940 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 16598 | 0504 0306 X | 16598 | Beckham | DOXEY CO. RD. | I-40 UNDER | 0504 0306 X | 39ft.(2-67ft. CONT.)39ft. I-BEAM SPANS, SK. 35 DEG R.F. | 1965 | 35.3475 | -99.57611111 | 212.927 | 29.003 | — | 2 | 34 | 2 | 24.003 | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16939 BRKEY
16598 NBI No.
16598 On Under
1 Structure No.
0504 0306 X Control No.
Lane Ind.
Milepoint
Facility Carried
DOXEY CO. RD. Feature Intersected
I-40 UNDER Division
05 County
009 Location
3.1 MI E I-40 BUS. Sufficiency
90.1 Kind Hwy
4 Level Service
1 Route No.
N1910 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
34 No. Main Spans
2 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
10.2 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.927 Deck Width
29.003 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
1.999945 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
1707 Min Measured Clearance
1604 NBI Rating
16598 ODOT County
05 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
39ft.(2-67ft. CONT.)39ft. I-BEAM SPANS, SK. 35 DEG R.F. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0306 X H Index
85.1646 Latitude
35:20:51 Longitude
-99:34:34 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
DOXEY CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
16598 Vault Link
http://plansrv1/bridgemaintvault/b16598 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
35.3475 Longitude DD
-99.57611111 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16939 x
-11084761.9839396 y
4211205.85636553 |
|||||||||||||||||||||||||||||||||||||
| 16596 | 3845 0088 X | 16596 | Kiowa | S.H. 115 | WASHITA RIVER O'FLOW | 3845 0088 X | 5-40ft. I-BM. SPANS ON 4 DEG. 3ft. CURVE WITH 2-18ft. SAFETY CURBS | 1965 | 35.110367 | -98.746975 | 201.115 | 33.002 | — | 5 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.2 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16937 BRKEY
16596 NBI No.
16596 On Under
1 Structure No.
3845 0088 X Control No.
045 Lane Ind.
Milepoint
00880 Facility Carried
S.H. 115 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
075 Location
0.9 MI N S.H. 9 Sufficiency
83.2 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
650 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1040 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16596 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS ON 4 DEG. 3ft. CURVE WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3845 0088 X H Index
88.5439 Latitude
35:06:37.32 Longitude
-98:44:49.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16596 Vault Link
http://plansrv1/bridgemaintvault/b16596 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.110367 Longitude DD
-98.746975 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16937 x
-10992462.9743761 y
4178889.71175616 |
|||||||||||||||||||||||||||||||||||||
| 16879 | 6925 1110 X | 16879 | Stephens | S.H. 7 | CREEK | 6925 1110 X | 3-10ft. X 10ft. X 115ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1967 | 34.44884444 | -97.793875 | 34.101 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16935 BRKEY
16879 NBI No.
16879 On Under
1 Structure No.
6925 1110 X Control No.
025 Lane Ind.
Milepoint
11100 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
11.1 MI E JCT US 81 Sufficiency
73.5 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
3500 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
86.09 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
54.700002 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
16879 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 115ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 1110 X H Index
99.0598 Latitude
34:26:55.84 Longitude
-97:47:37.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60 NBI Text
16879 Vault Link
http://plansrv1/bridgemaintvault/b16879 GIS FO/SD
Meets Standards H Inv. Method
72.18 Latitude DD
34.44884444 Longitude DD
-97.793875 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16935 x
-10886364.367701 y
4089231.28134954 |
|||||||||||||||||||||||||||||||||||||
| 16878 | 6822 1094 X | 16878 | Sequoyah | I-40 | NEGRO CREEK | 6822 1094 X | (3) 10ft. X 10ft. X 209ft. LONG RCB | 1967 | 35.45938611 | -94.92121944 | 34 | 207 | — | 3 | 0 | 4 | 205 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 17300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16934 BRKEY
16878 NBI No.
16878 On Under
1 Structure No.
6822 1094 X Control No.
022 Lane Ind.
Milepoint
10940 Facility Carried
I-40 Feature Intersected
NEGRO CREEK Division
01 County
135 Location
10.94 E MUSKOGEE C/L Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
17300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
205 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
207 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27680 Future ADT Year
2042 Bypass Detour
13 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
16878 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 209ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 1094 X H Index
95.6779 Latitude
35:27:33.79 Longitude
-94:55:16.39 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
22-1094 NBI Text
16878 Vault Link
http://plansrv1/bridgemaintvault/b16878 GIS FO/SD
Meets Standards H Inv. Method
64.2 Latitude DD
35.45938611 Longitude DD
-94.92121944 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16934 x
-10566581.8135374 y
4226486.4550448 |
|||||||||||||||||||||||||||||||||||||
| 16877 | 0317 1085 X | 16877 | Atoka | S.H. 43 | CREEK | 0317 1085 X | (3) 10ft. X 6ft. X 62ft. LONG RCB | 1967 | 34.506275 | -95.87890833 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16933 BRKEY
16877 NBI No.
16877 On Under
1 Structure No.
0317 1085 X Control No.
017 Lane Ind.
Milepoint
10850 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
005 Location
10.85 E JCT US-69 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 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
1967 ADT Total
480 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
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
100 HS Inv. Rating Method
1 HS Inv. Method
93.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16877 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 6ft. X 62ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1085 X H Index
67 Latitude
34:30:22.59 Longitude
-95:52:44.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
66 NBI Text
16877 Vault Link
http://plansrv1/bridgemaintvault/b16877 GIS FO/SD
Meets Standards H Inv. Method
58.8 Latitude DD
34.506275 Longitude DD
-95.87890833 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16933 x
-10673191.2531106 y
4096986.67289294 |
|||||||||||||||||||||||||||||||||||||
| 16876 | 6822 0928 X | 16876 | Sequoyah | I-40 | HARAWAY CREEK | 6822 0928 X | (3) 10ft. X 10ft. X 196ft. LONG RCB | 1967 | 35.47316111 | -94.94515 | 34 | 194 | — | 3 | 0 | 4 | 192 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 17300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16932 BRKEY
16876 NBI No.
16876 On Under
1 Structure No.
6822 0928 X Control No.
022 Lane Ind.
Milepoint
09280 Facility Carried
I-40 Feature Intersected
HARAWAY CREEK Division
01 County
135 Location
9.28 E MUSKOGEE C/L Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 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
1967 ADT Total
17300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
192 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
84 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
194 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27680 Future ADT Year
2042 Bypass Detour
13 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
16876 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 196ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0928 X H Index
92.1359 Latitude
35:28:23.38 Longitude
-94:56:42.54 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
22-0928 NBI Text
16876 Vault Link
http://plansrv1/bridgemaintvault/b16876 GIS FO/SD
Meets Standards H Inv. Method
73.9 Latitude DD
35.47316111 Longitude DD
-94.94515 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16932 x
-10569245.751291 y
4228369.21327027 |
|||||||||||||||||||||||||||||||||||||
| 16875 | 0317 0898 X | 16875 | Atoka | S.H. 43 | CREEK | 0317 0898 X | (3) 10ft. X 6ft. X 50ft. LONG RCB | 1967 | 34.49765556 | -95.91479722 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16931 BRKEY
16875 NBI No.
16875 On Under
1 Structure No.
0317 0898 X Control No.
017 Lane Ind.
Milepoint
08980 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
005 Location
8.98 E JCT US-69 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
480 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
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
51.4 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16875 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 6ft. X 50ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 0898 X H Index
66.32 Latitude
34:29:51.56 Longitude
-95:54:53.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
65 NBI Text
16875 Vault Link
http://plansrv1/bridgemaintvault/b16875 GIS FO/SD
Meets Standards H Inv. Method
17.1 Latitude DD
34.49765556 Longitude DD
-95.91479722 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16931 x
-10677186.3860705 y
4095822.36782958 |
|||||||||||||||||||||||||||||||||||||
| 16874 | 2402 0866 X | 16874 | Garfield | U.S. 60 / U.S. 412 | CREEK | 2402 0866 X | 3-10ft. X 4ft. X 135ft. R.C. BOX W/ 3ft. ADDft.L CURTAIN WALLS | 1967 | 36.39055556 | -97.94833333 | 31.801 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16930 BRKEY
16874 NBI No.
16874 On Under
1 Structure No.
2402 0866 X Control No.
002 Lane Ind.
Milepoint
08660 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
8.6 MI E MAJOR C/L Sufficiency
66.9 Kind Hwy
2 Level Service
1 Route No.
00060 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
14 - Other Principal Arterial (Urban) Year Built
1967 ADT Total
10600 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
3 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
31.801 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.45 HS Inv. Rating Method
1 HS Inv. Method
44.66 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16960 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16874 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 4ft. X 135ft. R.C. BOX W/ 3ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 0866 X H Index
99.3562 Latitude
36:23:26 Longitude
-97:56:54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 & 412 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16874 Vault Link
http://plansrv1/bridgemaintvault/b16874 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
36.39055556 Longitude DD
-97.94833333 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16930 x
-10903558.5903454 y
4354495.14684703 |
|||||||||||||||||||||||||||||||||||||
| 16783 | 0905 3183NX | 16783 | Canadian | I-40 WB | GARTH BROOKS BLVD. UNDER | 0905 3183NX | 37ft., 61ft., 61ft., 37ft. I-BM. SPANS SK. 56 DEG. 19ft. 30ft. | 1966 | 35.48731944 | -97.76051667 | 199.603 | 75 | — | 4 | 34 | 3 | 72.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16928 BRKEY
16783 NBI No.
16783 On Under
1 Structure No.
0905 3183NX Control No.
005 Lane Ind.
N Milepoint
31830 Facility Carried
I-40 WB Feature Intersected
GARTH BROOKS BLVD. UNDER Division
04 County
017 Location
31.8 MI. E. CADDO CO Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
21050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
34 No. Main Spans
4 Road Width
72.001 Ref. Underclearance Rt.
H Underclearance Right
10.699 Underclearance Left
9.701 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
3 - Steel Design
02 Length
199.603 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
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33680 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1608 Min Measured Clearance
1603 NBI Rating
16783 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft., 61ft., 61ft., 37ft. I-BM. SPANS SK. 56 DEG. 19ft. 30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 3183NX H Index
99.4451 Latitude
35:29:14.35 Longitude
-97:45:37.86 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
NBI Text
16783 Vault Link
http://plansrv1/bridgemaintvault/b16783 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.48731944 Longitude DD
-97.76051667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16928 x
-10882650.9353917 y
4230304.70096882 |
|||||||||||||||||||||||||||||||||||||
| 16782 | 0905 3183SX | 16782 | Canadian | I-40 EB | GARTH BROOKS BLVD. UNDER | 0905 3183SX | 37ft., 61ft., 61ft., 37ft. I-BM. SPANS SK. 59 DEG. 19ft. 30ft. | 1966 | 35.48675556 | -97.76051667 | 199.603 | 75 | — | 4 | 34 | 3 | 72.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16927 BRKEY
16782 NBI No.
16782 On Under
1 Structure No.
0905 3183SX Control No.
005 Lane Ind.
S Milepoint
31830 Facility Carried
I-40 EB Feature Intersected
GARTH BROOKS BLVD. UNDER Division
04 County
017 Location
31.8 MI. E. CADDO CO Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
21550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
34 No. Main Spans
4 Road Width
72.001 Ref. Underclearance Rt.
H Underclearance Right
10.4 Underclearance Left
9.199 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
3 - Steel Design
02 Length
199.603 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
34480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1605 Min Measured Clearance
1601 NBI Rating
16782 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft., 61ft., 61ft., 37ft. I-BM. SPANS SK. 59 DEG. 19ft. 30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 3183SX H Index
99.4455 Latitude
35:29:12.32 Longitude
-97:45:37.86 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16782 Vault Link
http://plansrv1/bridgemaintvault/b16782 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.48675556 Longitude DD
-97.76051667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16927 x
-10882650.9353917 y
4230227.61030207 |
|||||||||||||||||||||||||||||||||||||
| 16781 | 0905 2158NX | 16781 | Canadian | I-40 WB | U.S. 81 UNDER | 0905 2158NX | 32ft. (2 - 64ft. CONT.) 32ft. I-BM. SPANS | 1966 | 35.50137778 | -97.93747778 | 192.913 | 47.999 | — | 2 | 0 | 2 | 45 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 15550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16926 BRKEY
16781 NBI No.
16781 On Under
1 Structure No.
0905 2158NX Control No.
005 Lane Ind.
N Milepoint
21580 Facility Carried
I-40 WB Feature Intersected
U.S. 81 UNDER Division
04 County
017 Location
I40 & US81 Sufficiency
86.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
45 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
15550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
45 Ref. Underclearance Rt.
H Underclearance Right
17.799 Underclearance Left
17.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
192.913 Deck Width
47.999 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1710 Min Measured Clearance
1706 NBI Rating
16781 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. (2 - 64ft. CONT.) 32ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2158NX H Index
76.5601 Latitude
35:30:04.96 Longitude
-97:56:14.92 I257A
1 I257B
1 I257C
1 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
NBI Text
16781 Vault Link
http://plansrv1/bridgemaintvault/b16781 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.50137778 Longitude DD
-97.93747778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16926 x
-10902350.1560471 y
4232226.85714134 |
|||||||||||||||||||||||||||||||||||||
| 16780 | 0905 2158SX | 16780 | Canadian | I-40 EB | U.S. 81 UNDER | 0905 2158SX | 32ft. (2 - 64ft. CONT.) 32ft. I-BM. SPANS | 1966 | 35.50103889 | -97.93747778 | 192.913 | 47.999 | — | 2 | 0 | 2 | 44.747 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 14900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16925 BRKEY
16780 NBI No.
16780 On Under
1 Structure No.
0905 2158SX Control No.
005 Lane Ind.
S Milepoint
21580 Facility Carried
I-40 EB Feature Intersected
U.S. 81 UNDER Division
04 County
017 Location
I40 & US81 Sufficiency
84.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
44.747 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
1966 ADT Total
14900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
44.747 Ref. Underclearance Rt.
H Underclearance Right
5.899 Underclearance Left
17.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
192.913 Deck Width
47.999 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1700 Min Measured Clearance
1607 NBI Rating
16780 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. (2 - 64ft. CONT.) 32ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2158SX H Index
75.5479 Latitude
35:30:03.74 Longitude
-97:56:14.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16780 Vault Link
http://plansrv1/bridgemaintvault/b16780 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.50103889 Longitude DD
-97.93747778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16925 x
-10902350.1560471 y
4232180.51773509 |
|||||||||||||||||||||||||||||||||||||
| 16688 | 0905 1786SX | 16688 | Canadian | I-40 EB | CREEK | 0905 1786SX | 3-10ft. X 12ft. X 77ft. R.C. BOX | 1966 | 35.51403333 | -98.00065833 | 32.119 | 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 | 11 - Principal Arterial Interstate (Rural) | A | 14900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16924 BRKEY
16688 NBI No.
16688 On Under
1 Structure No.
0905 1786SX Control No.
005 Lane Ind.
S Milepoint
17860 Facility Carried
I-40 EB Feature Intersected
CREEK Division
04 County
017 Location
17.8 MI. E. CADDO CO Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.201 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
1966 ADT Total
14900 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
7 Appr. Roadway Width
42.201 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16688 ODOT County
09 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 77ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1786SX H Index
94.6651 Latitude
35:30:50.52 Longitude
-98:00:02.37 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 EB Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16688 Vault Link
http://plansrv1/bridgemaintvault/b16688 GIS FO/SD
Meets Standards H Inv. Method
73.98 Latitude DD
35.51403333 Longitude DD
-98.00065833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16924 x
-10909383.3827012 y
4233957.50165912 |
|||||||||||||||||||||||||||||||||||||
| 16687 | 0905 1786NX | 16687 | Canadian | I-40 WB | CREEK | 0905 1786NX | 3-10ft. X 12ft. X 81ft. R.C. BOX | 1966 | 35.51482222 | -98.00031389 | 32.119 | 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 | 11 - Principal Arterial Interstate (Rural) | A | 13200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16923 BRKEY
16687 NBI No.
16687 On Under
1 Structure No.
0905 1786NX Control No.
005 Lane Ind.
N Milepoint
17860 Facility Carried
I-40 WB Feature Intersected
CREEK Division
04 County
017 Location
17.8 MI. E. CADDO CO Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.598 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
1966 ADT Total
13200 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
7 Appr. Roadway Width
42.598 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.6 HS Inv. Rating Method
1 HS Inv. Method
40.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16687 ODOT County
09 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 81ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1786NX H Index
92.3847 Latitude
35:30:53.36 Longitude
-98:00:01.13 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16687 Vault Link
http://plansrv1/bridgemaintvault/b16687 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.51482222 Longitude DD
-98.00031389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16923 x
-10909345.0398158 y
4234065.39127722 |
|||||||||||||||||||||||||||||||||||||
| 16686 | 0710 1720 X | 16686 | Bryan | U.S. 70 | SASSAFRAS BRANCH CREEK | 0710 1720 X | (3) 10ft. X 12ft. X 68ft. RCB | 1966 | 34.00391111 | -96.0802 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | 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 | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16922 BRKEY
16686 NBI No.
16686 On Under
1 Structure No.
0710 1720 X Control No.
010 Lane Ind.
Milepoint
17200 Facility Carried
U.S. 70 Feature Intersected
SASSAFRAS BRANCH CREEK Division
02 County
013 Location
17.20 E JCT SH-78 Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1966 ADT Total
3300 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
5 Appr. Roadway Width
43.999 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
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
99.97 HS Inv. Rating Method
1 HS Inv. Method
97.76 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
50.952437 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
16686 ODOT County
07 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 68ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0710 1720 X H Index
98.4285 Latitude
34:00:14.08 Longitude
-96:04:48.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
050 NBI Text
16686 Vault Link
http://plansrv1/bridgemaintvault/b16686 GIS FO/SD
Meets Standards H Inv. Method
54.31 Latitude DD
34.00391111 Longitude DD
-96.0802 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16922 x
-10695598.9393159 y
4029327.20474138 |
|||||||||||||||||||||||||||||||||||||
| 16685 | 0905 1583 X | 16685 | Canadian | I-40 | CREEK | 0905 1583 X | 3-10ft. X 10ft. X 162ft. R.C. BOX | 1966 | 35.52595833 | -98.03346944 | 31.801 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 27300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16921 BRKEY
16685 NBI No.
16685 On Under
1 Structure No.
0905 1583 X Control No.
005 Lane Ind.
Milepoint
15830 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
15.8 MI. E. CADDO CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
62.001 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
1966 ADT Total
27300 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
76.001 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43680 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16685 ODOT County
09 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 162ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1583 X H Index
96.7704 Latitude
35:31:33.45 Longitude
-98:02:00.49 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16685 Vault Link
http://plansrv1/bridgemaintvault/b16685 GIS FO/SD
Meets Standards H Inv. Method
85.35 Latitude DD
35.52595833 Longitude DD
-98.03346944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16921 x
-10913035.8987587 y
4235588.49323507 |
|||||||||||||||||||||||||||||||||||||
| 16684 | 5567R1125 X | 16684 | Oklahoma | U.S. 77 | CREEK | 5567 1125 X | 3-10ft.X 5ft.X 98ft. R.C.BOX SK.60 DEG. | 1966 | 35.65333333 | -97.44333333 | 37.999 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 75000 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
16920 BRKEY
16684 NBI No.
16684 On Under
1 Structure No.
5567R1125 X Control No.
067 Lane Ind.
Milepoint
11250 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
109 Location
.8 MI W JCT I-35 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
97.999 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
1966 ADT Total
75000 ADT Year
2004 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
03 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
120000 Future ADT Year
2024 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16684 ODOT County
55 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 98ft. R.C.BOX SK.60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5567 1125 X H Index
100 Latitude
35:39:12 Longitude
-97:26:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16684 Vault Link
http://plansrv1/bridgemaintvault/b16684 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.65333333 Longitude DD
-97.44333333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16920 x
-10847342.2474948 y
4253024.82178722 |
|||||||||||||||||||||||||||||||||||||
| 16683 | 1406 1093 X | 16683 | Cleveland | I-35 | CREEK | 1406 1093 X | 3-10ft.X 6ft.X 433ft. RDY R.C.BOX SK 72 DEG.W/ A 3 ft. CURTAIN WALL, ON C/L & BEND NEAR E END | 1966 | 35.342619 | -97.493981 | 36.089 | 0 | — | 3 | 18 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 113500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16919 BRKEY
16683 NBI No.
16683 On Under
1 Structure No.
1406 1093 X Control No.
006 Lane Ind.
Milepoint
10930 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
027 Location
0.7 MI N OF JCT SH37 Sufficiency
63.7 Kind Hwy
1 Level Service
1 Route No.
00035 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
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
113500 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
20 Appr. Roadway Width
121.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.4 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
181600 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16683 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 433ft. RDY R.C.BOX SK 72 DEG.W/ A 3 ft. CURTAIN WALL, ON C/L & BEND NEAR E END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1093 X H Index
99.34 Latitude
35:20:33.43 Longitude
-97:29:38.33 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16683 Vault Link
http://plansrv1/bridgemaintvault/b16683 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.342619 Longitude DD
-97.493981 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16919 x
-10852980.3203291 y
4210539.72686596 |
|||||||||||||||||||||||||||||||||||||
| 16592 | 6134T0000WX | 16592 | Pittsburg | IND. NATION TP | U.S. 69 UNDER | 6134T0000WX | 37ft.-64ft.-52ft.- 40ft. PRESTRESSED CONC. BM. SPANS SK. 14 DEG. 55ft.-30ft. WITH 2-18ft. | 1965 | 34.86208333 | -95.81305833 | 194.882 | 43.999 | — | 4 | 15 | 3 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.5 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 4200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
16916 BRKEY
16592 NBI No.
16592 On Under
1 Structure No.
6134T0000WX Control No.
034 Lane Ind.
W Milepoint
00000 Facility Carried
IND. NATION TP Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
41.02 MI S JCT I-40 Sufficiency
76.5 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
4 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
9.003 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
194.882 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.7 HS Inv. Rating Method
1 HS Inv. Method
30.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1708 Min Measured Clearance
1703 NBI Rating
16592 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-64ft.-52ft.- 40ft. PRESTRESSED CONC. BM. SPANS SK. 14 DEG. 55ft.-30ft. WITH 2-18ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0000WX H Index
98.9621 Latitude
34:51:43.5 Longitude
-95:48:47.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
41.02S NBI Text
16592 Vault Link
http://plansrv1/bridgemaintvault/b16592 GIS FO/SD
FO H Inv. Method
23.7 Latitude DD
34.86208333 Longitude DD
-95.81305833 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16916 x
-10665860.8646418 y
4145154.57852856 |
|||||||||||||||||||||||||||||||||||||
| 16591 | 6108 1136 X | 16591 | Pittsburg | U.S. 270 | A OK R.R. UNDER | 6108 1136 X | (2) 65ft. - 60ft. I-BEAM SK 45° | 1965 | 34.87198056 | -95.59786667 | 192.913 | 31.499 | — | 3 | 43 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16915 BRKEY
16591 NBI No.
16591 On Under
1 Structure No.
6108 1136 X Control No.
008 Lane Ind.
Milepoint
11360 Facility Carried
U.S. 270 Feature Intersected
A OK R.R. UNDER Division
02 County
121 Location
11.3 E JCT US 69B Sufficiency
63.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
2 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
06 - Minor Arterial (Rural) Year Built
1965 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
43 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
R Underclearance Right
12.011 Underclearance Left
9.78 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
192.913 Deck Width
31.499 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
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 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
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
3.106856 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
2307 Min Measured Clearance
2300 NBI Rating
16591 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 65ft. - 60ft. I-BEAM SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 1136 X H Index
60.2803 Latitude
34:52:19.13 Longitude
-95:35:52.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
055 NBI Text
16591 Vault Link
http://plansrv1/bridgemaintvault/b16591 GIS FO/SD
FO H Inv. Method
31.2 Latitude DD
34.87198056 Longitude DD
-95.59786667 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16915 x
-10641905.8386277 y
4146497.39410755 |
|||||||||||||||||||||||||||||||||||||
| 16590 | 1036 0719EX | 16590 | Carter | I-35 NB | U.S. 70 UNDER | 1036 0719EX | 30ft. - 63ft. - 63ft. - 30ft. I-BEAM SPANS ON 1.44% GRADE WITH (2) 6ft. CURBS | 1965 | 34.172614 | -97.167728 | 191.929 | 47.799 | — | 4 | 0 | 3 | 45 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | 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 | 16750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16914 BRKEY
16590 NBI No.
16590 On Under
1 Structure No.
1036 0719EX Control No.
036 Lane Ind.
E Milepoint
07190 Facility Carried
I-35 NB Feature Intersected
U.S. 70 UNDER Division
07 County
019 Location
7.2 MI N LOVE C/L Sufficiency
89.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
45 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
16750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
45 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
3 - Steel Design
02 Length
191.929 Deck Width
47.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26800 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
1905 Min Measured Clearance
1703 NBI Rating
16590 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 63ft. - 63ft. - 30ft. I-BEAM SPANS ON 1.44% GRADE WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0719EX H Index
93.3152 Latitude
34:10:21.41 Longitude
-97:10:03.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108 NBI Text
16590 Vault Link
http://plansrv1/bridgemaintvault/b16590 GIS FO/SD
FO H Inv. Method
24 Latitude DD
34.172614 Longitude DD
-97.167728 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16914 x
-10816662.0024993 y
4052003.48571601 |
|||||||||||||||||||||||||||||||||||||
| 16873 | 7286 0755 X | 16873 | Tulsa | U.S. 64 | CREEK | 7286 0755 X | 3-10ft.X 9ft.X 132ft. R.C.BOX SK70 DEG. | 1967 | 36.13936389 | -96.12538889 | 36.089 | 0 | — | 3 | 20 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 20700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16913 BRKEY
16873 NBI No.
16873 On Under
1 Structure No.
7286 0755 X Control No.
086 Lane Ind.
Milepoint
07550 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
143 Location
7.5 MI SE C/L Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1967 ADT Total
20700 ADT Year
2022 Design Load
HS 20 Skew
20 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
40 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33120 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16873 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 132ft. R.C.BOX SK70 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0755 X H Index
99.2321 Latitude
36:08:21.71 Longitude
-96:07:31.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16873 Vault Link
http://plansrv1/bridgemaintvault/b16873 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.13936389 Longitude DD
-96.12538889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16913 x
-10700629.3435402 y
4319814.6115829 |
|||||||||||||||||||||||||||||||||||||
| 16872 | 7286 0755SXF | 16872 | Tulsa | U.S. 64 FRONTAGE | CREEK | 7286 0755SXF | 3-10ft.X 9ft.X 61ft. R.C.B | 1967 | 36.13918056 | -96.12563056 | 37.001 | 0 | — | 3 | 30 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16912 BRKEY
16872 NBI No.
16872 On Under
1 Structure No.
7286 0755SXF Control No.
086 Lane Ind.
S Milepoint
07550 Facility Carried
U.S. 64 FRONTAGE Feature Intersected
CREEK Division
08 County
143 Location
7.5 MI SE C/L Sufficiency
83.6 Kind Hwy
2 Level Service
8 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1967 ADT Total
5000 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
3 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.9 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16872 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
2.999 Rt. Curb SW
13.999 Description
3-10ft.X 9ft.X 61ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
7286 0755SXF H Index
99.4717 Latitude
36:08:21.05 Longitude
-96:07:32.27 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 FRONTAGE Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
16872 Vault Link
http://plansrv1/bridgemaintvault/b16872 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.13918056 Longitude DD
-96.12563056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16912 x
-10700656.2461215 y
4319789.34095383 |
|||||||||||||||||||||||||||||||||||||
| 16871 | 7286 0755NXF | 16871 | Tulsa | U.S. 64 FRONTAGE | CREEK | 7286 0755NXF | 3-10ft.X 9ft.X 76ft. R.C.B | 1967 | 36.13973611 | -96.12488611 | 36.089 | 0 | — | 3 | 20 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16911 BRKEY
16871 NBI No.
16871 On Under
1 Structure No.
7286 0755NXF Control No.
086 Lane Ind.
N Milepoint
07550 Facility Carried
U.S. 64 FRONTAGE Feature Intersected
CREEK Division
08 County
143 Location
7.5 MI SE C/L Sufficiency
98.8 Kind Hwy
2 Level Service
8 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
76.001 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
1967 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
20 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
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16871 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 76ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
7286 0755NXF H Index
98.6939 Latitude
36:08:23.05 Longitude
-96:07:29.59 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 FRONTAGE Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
16871 Vault Link
http://plansrv1/bridgemaintvault/b16871 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.13973611 Longitude DD
-96.12488611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16911 x
-10700573.3743266 y
4319865.9194259 |
|||||||||||||||||||||||||||||||||||||
| 16870 | 3842 0625 X | 16870 | Kiowa | S.H. 19 | CREEK | 3842 0625 X | 3-10ft. X 9ft. X 58ft. RDY. R.C.B. | 1967 | 34.89894444 | -98.75653333 | 34.121 | 60 | — | 3 | 0 | 2 | 58.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | 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 | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16910 BRKEY
16870 NBI No.
16870 On Under
1 Structure No.
3842 0625 X Control No.
042 Lane Ind.
Milepoint
06250 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
6.3 MI E S.H. 54 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1967 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
58.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
60 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
82.95 H Operating Rating
3 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
34.175415 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
16870 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 9ft. X 58ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3842 0625 X H Index
95.05 Latitude
34:53:56.2 Longitude
-98:45:23.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16870 Vault Link
http://plansrv1/bridgemaintvault/b16870 GIS FO/SD
Meets Standards H Inv. Method
46.07 Latitude DD
34.89894444 Longitude DD
-98.75653333 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16910 x
-10993527.0028045 y
4150156.56313836 |
|||||||||||||||||||||||||||||||||||||
| 16869 | 6027 0441 X | 16869 | Payne | S.H. 108 | DEER CREEK | 6027 0441 X | 3-10ft.X 10ft.X 52ft. R.C.BOX SK60 DEG. RF | 1967 | 36.05356111 | -96.90894722 | 37.001 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16909 BRKEY
16869 NBI No.
16869 On Under
1 Structure No.
6027 0441 X Control No.
027 Lane Ind.
Milepoint
04410 Facility Carried
S.H. 108 Feature Intersected
DEER CREEK Division
04 County
119 Location
4.5 MI N JCT SH 33 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00108 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
1967 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
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
89.18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16869 ODOT County
60 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 52ft. R.C.BOX SK60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6027 0441 X H Index
96.4732 Latitude
36:03:12.82 Longitude
-96:54:32.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 108 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16869 Vault Link
http://plansrv1/bridgemaintvault/b16869 GIS FO/SD
Meets Standards H Inv. Method
49.55 Latitude DD
36.05356111 Longitude DD
-96.90894722 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16909 x
-10787854.6578426 y
4307993.80315968 |
|||||||||||||||||||||||||||||||||||||
| 16868 | 5107 0348 X | 16868 | Muskogee | U.S. 62 | WAYNE CREEK | 5107 0348 X | 3-10ft.X 10ft.X 84ft. R.C. | 1967 | 35.7401 | -95.57982778 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16908 BRKEY
16868 NBI No.
16868 On Under
1 Structure No.
5107 0348 X Control No.
007 Lane Ind.
Milepoint
03480 Facility Carried
U.S. 62 Feature Intersected
WAYNE CREEK Division
01 County
101 Location
3.4 MI E JCT SH 16 Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
44.738726 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
16868 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 84ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5107 0348 X H Index
65.3299 Latitude
35:44:24.36 Longitude
-95:34:47.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16868 Vault Link
http://plansrv1/bridgemaintvault/b16868 GIS FO/SD
Meets Standards H Inv. Method
76.6 Latitude DD
35.7401 Longitude DD
-95.57982778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16908 x
-10639897.7585784 y
4264918.21129842 |
|||||||||||||||||||||||||||||||||||||
| 16779 | 7209 1369NX | 16779 | Tulsa | I-244 | U.S. 169 UNDER | 7209 1369NX | 34ft.(64ft.,56ft.CONT)34ft. | 1966 | 36.165717 | -95.861336 | 192.913 | 51.001 | — | 2 | 13 | 3 | 47.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 45150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16907 BRKEY
16779 NBI No.
16779 On Under
1 Structure No.
7209 1369NX Control No.
009 Lane Ind.
N Milepoint
13690 Facility Carried
I-244 Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
6.69 MI E JCT I 444 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.001 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
1966 ADT Total
45150 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
2 Road Width
47.001 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
192.913 Deck Width
51.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
72240 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1610 Min Measured Clearance
1600 NBI Rating
16779 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.(64ft.,56ft.CONT)34ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1369NX H Index
93.1562 Latitude
36:09:56.58 Longitude
-95:51:40.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-244 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16779 Vault Link
http://plansrv1/bridgemaintvault/b16779 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.165717 Longitude DD
-95.861336 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16907 x
-10671235.1102829 y
4323447.79948069 |