ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 16778 | 7209 1369SX | 16778 | Tulsa | I-244 | U.S. 169 UNDER | 7209 1369SX | 34ft.(64ft.56ft.CONT)34ft. | 1966 | 36.16459444 | -95.86133889 | 196.001 | 60.039 | — | 2 | 10 | 4 | 57.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.6 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 44600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16906 BRKEY
16778 NBI No.
16778 On Under
1 Structure No.
7209 1369SX Control No.
009 Lane Ind.
S Milepoint
13690 Facility Carried
I-244 Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
6.69 MI E JCT I 244 Sufficiency
75.6 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.001 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
44600 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
57.001 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
196.001 Deck Width
60.039 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.5 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
71360 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
1705 Min Measured Clearance
1511 NBI Rating
16778 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 1369SX H Index
96.9232 Latitude
36:09:52.54 Longitude
-95:51:40.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-244 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16778 Vault Link
http://plansrv1/bridgemaintvault/b16778 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
36.16459444 Longitude DD
-95.86133889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16906 x
-10671235.4319962 y
4323293.01214725 |
|||||||||||||||||||||||||||||||||||||
| 16777 | 7290 0391SX | 16777 | Tulsa | S.H. 11 EB | AIRPORT RD. UNDER | 7290 0391SX | 35ft.,42ft.,43ft.,36ft.CONT | 1966 | 36.185517 | -95.891803 | 154.83 | 41 | — | 4 | 15 | 3 | 40 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 19150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16905 BRKEY
16777 NBI No.
16777 On Under
1 Structure No.
7290 0391SX Control No.
090 Lane Ind.
S Milepoint
03910 Facility Carried
S.H. 11 EB Feature Intersected
AIRPORT RD. UNDER Division
08 County
143 Location
0.9 MI SE SHERIDAN RD Sufficiency
77.7 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
B 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
1966 ADT Total
19150 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
6.099 Underclearance Left
6.601 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
154.83 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 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
7 HS Operating Rating Method
1 HS Operating Rating
55.6 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1702 Min Measured Clearance
1611 NBI Rating
16777 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,42ft.,43ft.,36ft.CONT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0391SX H Index
86.7575 Latitude
36:11:07.86 Longitude
-95:53:30.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 11 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16777 Vault Link
http://plansrv1/bridgemaintvault/b16777 GIS FO/SD
FO H Inv. Method
22.8 Latitude DD
36.185517 Longitude DD
-95.891803 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16905 x
-10674626.6812089 y
4326178.34249664 |
|||||||||||||||||||||||||||||||||||||
| 16776 | 7290 0391NX | 16776 | Tulsa | S.H. 11 WB | AIRPORT RD. UNDER | 7290 0391NX | 4-CONT CONC SLAB SPA | 1966 | 36.185761 | -95.891569 | 154.83 | 41 | — | 4 | 15 | 2 | 38 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16904 BRKEY
16776 NBI No.
16776 On Under
1 Structure No.
7290 0391NX Control No.
090 Lane Ind.
N Milepoint
03910 Facility Carried
S.H. 11 WB Feature Intersected
AIRPORT RD. UNDER Division
08 County
143 Location
0.9 MI SE SHERIDAN RD Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
B 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
1966 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
6.1 Underclearance Left
6.6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
154.83 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.6 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1708 Min Measured Clearance
1705 NBI Rating
16776 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-CONT CONC SLAB SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0391NX H Index
94.3275 Latitude
36:11:08.74 Longitude
-95:53:29.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 11 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16776 Vault Link
http://plansrv1/bridgemaintvault/b16776 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
36.185761 Longitude DD
-95.891569 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16904 x
-10674600.6324481 y
4326211.99591722 |
|||||||||||||||||||||||||||||||||||||
| 16775 | 7290 0332 X | 16775 | Tulsa | N 69TH E. AVE. | S.H. 11 UNDER | 7290 0332 X | 30ft.-68ft.-55ft.-38ft. I-BM SPANS WITH 2-4ft. SIDEWALKS | 1966 | 36.18722222 | -95.90027778 | 193.898 | 38.058 | — | 4 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.2 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16903 BRKEY
16775 NBI No.
16775 On Under
1 Structure No.
7290 0332 X Control No.
Lane Ind.
Milepoint
Facility Carried
N 69TH E. AVE. Feature Intersected
S.H. 11 UNDER Division
08 County
143 Location
JCT N 69 E AVE Sufficiency
87.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.887 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
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
16.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.887 Span Type Main
M Material
3 - Steel Design
02 Length
193.898 Deck Width
38.058 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
35.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 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
Y Existing Posting
1409 Max Measured Clearance
1701 Min Measured Clearance
1501 NBI Rating
16775 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
3.937 Rt. Curb SW
3.937 Description
30ft.-68ft.-55ft.-38ft. I-BM SPANS WITH 2-4ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0332 X H Index
92.3177 Latitude
36:11:14 Longitude
-95:54:01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
N 69TH E. AVE. 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
16775 Vault Link
http://plansrv1/bridgemaintvault/b16775 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
36.18722222 Longitude DD
-95.90027778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16903 x
-10675570.0894031 y
4326413.53520626 |
|||||||||||||||||||||||||||||||||||||
| 16774 | 0905 2972SX | 16774 | Canadian | I-40 EB | SHELL CREEK | 0905 2972SX | 3-60ft. TYPE II PRESTRESSED CONCRETE BM. SPANS SK. 60 DEG. | 1966 | 35.50045 | -97.79361944 | 183.314 | 75 | — | 3 | 30 | 3 | 72.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | 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
16902 BRKEY
16774 NBI No.
16774 On Under
1 Structure No.
0905 2972SX Control No.
005 Lane Ind.
S Milepoint
29720 Facility Carried
I-40 EB Feature Intersected
SHELL CREEK Division
04 County
017 Location
29.7 MI. E. CADDO CO Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
30 No. Main Spans
3 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
75 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.314 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.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82 HS Inv. Rating Method
3 HS Inv. Method
49 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
34480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16774 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. TYPE II PRESTRESSED CONCRETE BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2972SX H Index
98.3537 Latitude
35:30:01.62 Longitude
-97:47:37.03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB 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
16774 Vault Link
http://plansrv1/bridgemaintvault/b16774 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
35.50045 Longitude DD
-97.79361944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16902 x
-10886335.918892 y
4232099.99409806 |
|||||||||||||||||||||||||||||||||||||
| 17138 | 0323R0140 X | 17138 | Atoka | IND. NATION TP | CREEK | 0323R0140 X | 3-12ft.. | 1968 | 34.52333333 | -95.745 | 38.058 | 128.999 | — | 3 | 0 | 4 | 127.001 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 78 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 2500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16901 BRKEY
17138 NBI No.
17138 On Under
1 Structure No.
0323R0140 X Control No.
023 Lane Ind.
Milepoint
01400 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
005 Location
66.57 MI'S S. JCT I-40 Sufficiency
78 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
87.001 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
1968 ADT Total
2500 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
127.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
4 Fill RCB
07 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
128.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 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
7 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
2089 Future ADT Year
2017 Bypass Detour
123.652866 School Bus Rte.
- 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
17138 ODOT County
03 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0323R0140 X H Index
100 Latitude
34:31:24 Longitude
-95:44:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
IND. NATION TP Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17138 Vault Link
http://plansrv1/bridgemaintvault/b17138 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.52333333 Longitude DD
-95.745 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16901 x
-10658284.646002 y
4099291.24952791 |
|||||||||||||||||||||||||||||||||||||
| 17137 | 1242 0010 X | 17137 | Choctaw | U.S. 70 | CREEK | 1242 0010 X | (3) 8ft. X 6ft. X 84ft. RCB SK 30° | 1968 | 33.99473889 | -95.52226667 | 32.3 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16900 BRKEY
17137 NBI No.
17137 On Under
1 Structure No.
1242 0010 X Control No.
042 Lane Ind.
Milepoint
00100 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
023 Location
0.10 E JCT US-271 BR Sufficiency
78.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1968 ADT Total
6900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.3 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
8 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
486.8 HS Inv. Rating Method
1 HS Inv. Method
292.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17137 ODOT County
12 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
1.001 Rt. Curb SW
1.001 Description
(3) 8ft. X 6ft. X 84ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1242 0010 X H Index
98.6708 Latitude
33:59:41.06 Longitude
-95:31:20.16 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
054 NBI Text
17137 Vault Link
http://plansrv1/bridgemaintvault/b17137 GIS FO/SD
Meets Standards H Inv. Method
257.2 Latitude DD
33.99473889 Longitude DD
-95.52226667 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16900 x
-10633490.0851237 y
4028095.60947688 |
|||||||||||||||||||||||||||||||||||||
| 17044 | 4506 0229 X | 17044 | McCurtain | S.H. 3 | LITTLE RIVER | 4506 0229 X | 2(4-100ft. CONT.) PLAT | 1967 | 34.179481 | -95.1119 | 804 | 31 | — | 8 | 0 | 2 | 26 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.5 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16895 BRKEY
17044 NBI No.
17044 On Under
1 Structure No.
4506 0229 X Control No.
006 Lane Ind.
Milepoint
02290 Facility Carried
S.H. 3 Feature Intersected
LITTLE RIVER Division
02 County
089 Location
2.5 MI E PUSH CO Sufficiency
58.5 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
804 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
2400 Future ADT Year
2042 Bypass Detour
59.030263 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
17044 ODOT County
45 Nav. Control
1 Nav. HC
90 Lft. Br. Nav. Cl.
0 Nav. VC
10 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
2(4-100ft. CONT.) PLAT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 0229 X H Index
93.3444 Latitude
34:10:46.13 Longitude
-95:06:42.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30 NBI Text
17044 Vault Link
http://plansrv1/bridgemaintvault/b17044 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.179481 Longitude DD
-95.1119 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16895 x
-10587808.2763808 y
4052927.47536901 |
|||||||||||||||||||||||||||||||||||||
| 17042 | 6608R0674 X | 17042 | Rogers | S.H. 20 | VERDIGRIS RIVER | 6608 0674 X | (160ft.-200ft.-160ft. CONT.)2-50ft. PLATE GIRDER SPANS | 1967 | 36.307517 | -95.697592 | 622 | 30 | — | 3 | 30 | 2 | 28 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 10000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
16893 BRKEY
17042 NBI No.
17042 On Under
1 Structure No.
6608R0674 X Control No.
008 Lane Ind.
Milepoint
06740 Facility Carried
S.H. 20 Feature Intersected
VERDIGRIS RIVER Division
08 County
131 Location
6.9 MI E TULSA C/L Sufficiency
41 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
10000 ADT Year
2020 Design Load
HS 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
38 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
622 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2040 Bypass Detour
25 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17042 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(160ft.-200ft.-160ft. CONT.)2-50ft. PLATE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6608 0674 X H Index
86.9692 Latitude
36:18:27.06 Longitude
-95:41:51.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17042 Vault Link
http://plansrv1/bridgemaintvault/b17042 GIS FO/SD
SD H Inv. Method
20.1 Latitude DD
36.307517 Longitude DD
-95.697592 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16893 x
-10653007.2115824 y
4343018.15745267 |
|||||||||||||||||||||||||||||||||||||
| 17041 | 7209 1062 X | 17041 | Tulsa | I-244 | ADMIRAL PL. UNDER | 7209 1062 X | 11- CONT IBM SPANS | 1967 | 36.160175 | -95.914875 | 606.001 | 141.001 | — | 10 | 39 | 8 | 137.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.4 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 70600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16892 BRKEY
17041 NBI No.
17041 On Under
1 Structure No.
7209 1062 X Control No.
009 Lane Ind.
Milepoint
10620 Facility Carried
I-244 Feature Intersected
ADMIRAL PL. UNDER Division
08 County
143 Location
3.62 MI E JCT I 444 Sufficiency
67.4 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.001 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
1967 ADT Total
70600 ADT Year
2022 Design Load
HS 20 Skew
39 No. Main Spans
10 Road Width
137.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
67.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
606.001 Deck Width
141.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
5 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
45.9 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112960 Future ADT Year
2042 Bypass Detour
6.999983 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1703 Min Measured Clearance
1700 NBI Rating
17041 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
11- CONT IBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1062 X H Index
100 Latitude
36:09:36.63 Longitude
-95:54:53.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17041 Vault Link
http://plansrv1/bridgemaintvault/b17041 GIS FO/SD
Meets Standards H Inv. Method
18.3 Latitude DD
36.160175 Longitude DD
-95.914875 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16892 x
-10677195.0445005 y
4322683.6468109 |
|||||||||||||||||||||||||||||||||||||
| 17040 | 6822R1453SX | 17040 | Sequoyah | I-40 | BIG SALLISAW CREEK | 6822 1453SX | 60ft.(4-100ft. CONT.) 60ft. PLATE GIRDER SPANS | 1967 | 35.455256 | -94.856864 | 522 | 35 | — | 4 | 0 | 2 | 32 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
16891 BRKEY
17040 NBI No.
17040 On Under
1 Structure No.
6822R1453SX Control No.
022 Lane Ind.
S Milepoint
14530 Facility Carried
I-40 Feature Intersected
BIG SALLISAW CREEK Division
01 County
135 Location
14.4 MI E MUSKOGEE CO Sufficiency
73.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
9800 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
522 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47.5 HS Inv. Rating Method
1 HS Inv. Method
28.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15680 Future ADT Year
2040 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
17040 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
60ft.(4-100ft. CONT.) 60ft. PLATE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6822 1453SX H Index
65.0632 Latitude
35:27:18.92 Longitude
-94:51:24.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17040 Vault Link
http://plansrv1/bridgemaintvault/b17040 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.455256 Longitude DD
-94.856864 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16891 x
-10559417.7987268 y
4225922.01706654 |
|||||||||||||||||||||||||||||||||||||
| 16951 | 6822 1757NX | 16951 | Sequoyah | I-40 WB | U.S. 59 UNDER | 6822 1757NX | 32ft. - 49ft. - 32ft. I-BEAM | 1967 | 35.44820556 | -94.80533333 | 114 | 40 | — | 3 | 0 | 2 | 37 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16890 BRKEY
16951 NBI No.
16951 On Under
1 Structure No.
6822 1757NX Control No.
022 Lane Ind.
N Milepoint
17570 Facility Carried
I-40 WB Feature Intersected
U.S. 59 UNDER Division
01 County
135 Location
17.57 E MUSKOGEE C/L Sufficiency
80.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 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
1967 ADT Total
8700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
3 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
114 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.9 HS Inv. Rating Method
1 HS Inv. Method
41.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 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
1606 Min Measured Clearance
1604 NBI Rating
16951 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 49ft. - 32ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 1757NX H Index
93.6429 Latitude
35:26:53.54 Longitude
-94:48:19.2 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-1757N NBI Text
16951 Vault Link
http://plansrv1/bridgemaintvault/b16951 GIS FO/SD
FO H Inv. Method
31.7 Latitude DD
35.44820556 Longitude DD
-94.80533333 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16890 x
-10553681.4307822 y
4224958.54160924 |
|||||||||||||||||||||||||||||||||||||
| 16950 | 0620 1009 X | 16950 | Blaine | S.H. 51 | U.S. GYPSUM RD. UNDER | 0620 1009 X | 35ft.-45ft.-35ft. CONT. I-BEAM SPANS SK. 20 DEG. L.F. | 1967 | 36.076319 | -98.467953 | 117.126 | 36.001 | — | 3 | 20 | 2 | 33.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16889 BRKEY
16950 NBI No.
16950 On Under
1 Structure No.
0620 1009 X Control No.
020 Lane Ind.
Milepoint
10090 Facility Carried
S.H. 51 Feature Intersected
U.S. GYPSUM RD. UNDER Division
05 County
011 Location
10.4 MI E DEWEY C/L Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.002 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
1967 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
33.002 Ref. Underclearance Rt.
H Underclearance Right
4.101 Underclearance Left
40.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
117.126 Deck Width
36.001 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
52 HS Inv. Rating Method
3 HS Inv. Method
40.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
2008 Min Measured Clearance
1905 NBI Rating
16950 ODOT County
06 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-45ft.-35ft. CONT. I-BEAM SPANS SK. 20 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0620 1009 X H Index
78.5147 Latitude
36:04:34.75 Longitude
-98:28:04.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
16950 Vault Link
http://plansrv1/bridgemaintvault/b16950 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.076319 Longitude DD
-98.467953 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16889 x
-10961402.387416 y
4311127.83658431 |
|||||||||||||||||||||||||||||||||||||
| 16949 | 5115 0816NX | 16949 | Muskogee | I-40 WB | 5166C (ROSS RD.) UNDER | 5115 0816NX | 32ft.-44ft.-32ft. CONT. CO | 1967 | 35.48378889 | -95.20306111 | 109.908 | 40 | — | 3 | 15 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16888 BRKEY
16949 NBI No.
16949 On Under
1 Structure No.
5115 0816NX Control No.
015 Lane Ind.
N Milepoint
08160 Facility Carried
I-40 WB Feature Intersected
5166C (ROSS RD.) UNDER Division
01 County
101 Location
8.1 MI E C/L Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1967 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109.908 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1701 Min Measured Clearance
1701 NBI Rating
16949 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-44ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0816NX H Index
85.5655 Latitude
35:29:01.64 Longitude
-95:12:11.02 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16949 Vault Link
http://plansrv1/bridgemaintvault/b16949 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.48378889 Longitude DD
-95.20306111 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16888 x
-10597956.2847261 y
4229822.0319079 |
|||||||||||||||||||||||||||||||||||||
| 16948 | 5115 0816SX | 16948 | Muskogee | I-40 EB | 5166C UNDER | 5115 0816SX | 32ft.-44ft.-32ft. CONT. CO | 1967 | 35.48331111 | -95.20341944 | 109.908 | 40 | — | 3 | 15 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16887 BRKEY
16948 NBI No.
16948 On Under
1 Structure No.
5115 0816SX Control No.
015 Lane Ind.
S Milepoint
08160 Facility Carried
I-40 EB Feature Intersected
5166C UNDER Division
01 County
101 Location
8.1 MI E C/L Sufficiency
94.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1967 ADT Total
5950 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109.908 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1705 Min Measured Clearance
1703 NBI Rating
16948 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-44ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0816SX H Index
85.4015 Latitude
35:28:59.92 Longitude
-95:12:12.31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16948 Vault Link
http://plansrv1/bridgemaintvault/b16948 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.48331111 Longitude DD
-95.20341944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16887 x
-10597996.1738392 y
4229756.71520841 |
|||||||||||||||||||||||||||||||||||||
| 16947 | 6822 0735NX | 16947 | Sequoyah | I-40 WB | S.H. 82 UNDER | 6822 0735NX | 32ft. - 47ft. - 35ft. I-BEAM SK 4° | 1967 | 35.48894167 | -94.97256667 | 115 | 39.6 | — | 3 | 4 | 2 | 37 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.8 | Critical (2) | Very good (8) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16886 BRKEY
16947 NBI No.
16947 On Under
1 Structure No.
6822 0735NX Control No.
022 Lane Ind.
N Milepoint
07350 Facility Carried
I-40 WB Feature Intersected
S.H. 82 UNDER Division
01 County
135 Location
7.35 E MUSKOGEE C/L Sufficiency
35.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
8300 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
7.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
115 Deck Width
39.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.3 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1702 Min Measured Clearance
1610 NBI Rating
16947 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 47ft. - 35ft. I-BEAM SK 4° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0735NX H Index
75.5522 Latitude
35:29:20.19 Longitude
-94:58:21.24 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0735N NBI Text
16947 Vault Link
http://plansrv1/bridgemaintvault/b16947 GIS FO/SD
FO H Inv. Method
22.1 Latitude DD
35.48894167 Longitude DD
-94.97256667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16886 x
-10572297.7610346 y
4230526.48662058 |
|||||||||||||||||||||||||||||||||||||
| 16946 | 6822 0735SX | 16946 | Sequoyah | I-40 EB | S.H. 82 UNDER | 6822 0735SX | 32ft. - 47ft. - 35ft. I-BEAM SK 4° | 1967 | 35.48863611 | -94.97306667 | 115 | 39.6 | — | 3 | 4 | 2 | 37 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16885 BRKEY
16946 NBI No.
16946 On Under
1 Structure No.
6822 0735SX Control No.
022 Lane Ind.
S Milepoint
07350 Facility Carried
I-40 EB Feature Intersected
S.H. 82 UNDER Division
01 County
135 Location
7.35 E MUSKOGEE C/L Sufficiency
95.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
8200 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
115 Deck Width
39.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.3 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 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
1603 Max Measured Clearance
1700 Min Measured Clearance
1607 NBI Rating
16946 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 47ft. - 35ft. I-BEAM SK 4° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0735SX H Index
84.8367 Latitude
35:29:19.09 Longitude
-94:58:23.04 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
22-0735S NBI Text
16946 Vault Link
http://plansrv1/bridgemaintvault/b16946 GIS FO/SD
Meets Standards H Inv. Method
22.1 Latitude DD
35.48863611 Longitude DD
-94.97306667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16885 x
-10572353.42078 y
4230484.71117633 |
|||||||||||||||||||||||||||||||||||||
| 17226 | 2546 1137EX | 17226 | Garvin | I-35 | RED BRANCH CREEK | 2546 1137EX | 3-40ft. I-BM. SPANS SK. 75 DEG. | 1968 | 34.66559167 | -97.22272778 | 121 | 40 | — | 3 | 15 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16884 BRKEY
17226 NBI No.
17226 On Under
1 Structure No.
2546 1137EX Control No.
046 Lane Ind.
E Milepoint
11370 Facility Carried
I-35 Feature Intersected
RED BRANCH CREEK Division
03 County
049 Location
1 MI N JCT SH 29 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 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
1968 ADT Total
16600 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
121 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17226 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS SK. 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1137EX H Index
97.6817 Latitude
34:39:56.13 Longitude
-97:13:21.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17226 Vault Link
http://plansrv1/bridgemaintvault/b17226 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.66559167 Longitude DD
-97.22272778 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16884 x
-10822784.5500026 y
4118528.7402028 |
|||||||||||||||||||||||||||||||||||||
| 17225 | 7286 0895SX | 17225 | Tulsa | U.S. 64 EB | 97TH W AVE. UNDER | 7286 0895SX | 32.75ft.-65ft.-32.75ft. STEEL I-BM. SPANS 49FT CL. RDWY. WITH F-SHAPED TRAFFIC RAILS SK.5 DEG. LEFT FORWARD. | 1968 | 36.138 | -96.102 | 130.5 | 52 | — | 3 | 5 | 3 | 49 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 13000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16883 BRKEY
17225 NBI No.
17225 On Under
1 Structure No.
7286 0895SX Control No.
086 Lane Ind.
S Milepoint
08950 Facility Carried
U.S. 64 EB Feature Intersected
97TH W AVE. UNDER Division
08 County
143 Location
0.8 MI E JCT SH 97 Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49 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
1968 ADT Total
13000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
5 No. Main Spans
3 Road Width
49 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
52 Span Type Main
M Material
3 - Steel Design
02 Length
130.5 Deck Width
52 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.1 HS Inv. Rating Method
3 HS Inv. Method
43.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
20800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1709 Min Measured Clearance
1706 NBI Rating
17225 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
32.75ft.-65ft.-32.75ft. STEEL I-BM. SPANS 49FT CL. RDWY. WITH F-SHAPED TRAFFIC RAILS SK.5 DEG. LEFT FORWARD. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0895SX H Index
55.7928 Latitude
36:08:16.56 Longitude
-96:06:05.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 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
17225 Vault Link
http://plansrv1/bridgemaintvault/b17225 GIS FO/SD
FO H Inv. Method
43 Latitude DD
36.138 Longitude DD
-96.102 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16883 x
-10698025.7042152 y
4319626.61126112 |
|||||||||||||||||||||||||||||||||||||
| 17224 | 7286 0895NX | 17224 | Tulsa | U.S. 64 WB | 97TH W AVE. UNDER | 7286 0895NX | 32.75FT.-65FT.-32.75FT. STEEL I-BEAM SPANS WITH 49FT. CL. RDWY. WITH F-SHAPED TRAFFIC RAILS SK. 5 DEG. LEFT FORWARD. | 1968 | 36.138261 | -96.101525 | 130.5 | 52 | — | 3 | 5 | 2 | 49 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 25350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16882 BRKEY
17224 NBI No.
17224 On Under
1 Structure No.
7286 0895NX Control No.
086 Lane Ind.
N Milepoint
08950 Facility Carried
U.S. 64 WB Feature Intersected
97TH W AVE. UNDER Division
08 County
143 Location
0.8 MI E JCT SH 97 Sufficiency
90.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49 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
1968 ADT Total
25350 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
5 No. Main Spans
3 Road Width
49 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
3 - Steel Design
02 Length
130.5 Deck Width
52 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.1 HS Inv. Rating Method
3 HS Inv. Method
43.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
40560 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
1502 Max Measured Clearance
1601 Min Measured Clearance
1506 NBI Rating
17224 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
32.75FT.-65FT.-32.75FT. STEEL I-BEAM SPANS WITH 49FT. CL. RDWY. WITH F-SHAPED TRAFFIC RAILS SK. 5 DEG. LEFT FORWARD. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0895NX H Index
58.2921 Latitude
36:08:17.74 Longitude
-96:06:05.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
U.S. 64 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
17224 Vault Link
http://plansrv1/bridgemaintvault/b17224 GIS FO/SD
FO H Inv. Method
43 Latitude DD
36.138261 Longitude DD
-96.101525 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16882 x
-10697972.827457 y
4319662.58757822 |
|||||||||||||||||||||||||||||||||||||
| 17223 | 4405 0196EX | 17223 | McClain | I-35 | 4438C UNDER | 4405 0196EX | 36ft.-46ft.-36ft. CONT. CO | 1968 | 34.88255556 | -97.33521944 | 122.047 | 38.058 | — | 3 | 30 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16881 BRKEY
17223 NBI No.
17223 On Under
1 Structure No.
4405 0196EX Control No.
005 Lane Ind.
E Milepoint
01960 Facility Carried
I-35 Feature Intersected
4438C UNDER Division
03 County
087 Location
2 MI N GARVIN C/L Sufficiency
93.2 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
16500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
8.858 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
122.047 Deck Width
38.058 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17223 ODOT County
44 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
39.058 Rt. Curb SW
0 Description
36ft.-46ft.-36ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 0196EX H Index
97.0211 Latitude
34:52:57.2 Longitude
-97:20:06.79 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17223 Vault Link
http://plansrv1/bridgemaintvault/b17223 GIS FO/SD
FO H Inv. Method
24 Latitude DD
34.88255556 Longitude DD
-97.33521944 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16881 x
-10835307.0643123 y
4147932.34538385 |
|||||||||||||||||||||||||||||||||||||
| 17222 | 4405 0196WX | 17222 | McClain | I-35 | 4438C UNDER | 4405 0196WX | 37ft.-46ft.-37ft. CONT CON | 1968 | 34.88216111 | -97.33564722 | 123.031 | 38.058 | — | 3 | 30 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.2 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16880 BRKEY
17222 NBI No.
17222 On Under
1 Structure No.
4405 0196WX Control No.
005 Lane Ind.
W Milepoint
01960 Facility Carried
I-35 Feature Intersected
4438C UNDER Division
03 County
087 Location
2 MI N GARVIN C/L Sufficiency
82.2 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
8.858 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
123.031 Deck Width
38.058 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17222 ODOT County
44 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
39.058 Rt. Curb SW
0 Description
37ft.-46ft.-37ft. CONT CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 0196WX H Index
92.0859 Latitude
34:52:55.78 Longitude
-97:20:08.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17222 Vault Link
http://plansrv1/bridgemaintvault/b17222 GIS FO/SD
FO H Inv. Method
24 Latitude DD
34.88216111 Longitude DD
-97.33564722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16880 x
-10835354.6845641 y
4147878.81804728 |
|||||||||||||||||||||||||||||||||||||
| 17039 | 6822R1453NX | 17039 | Sequoyah | I-40 | BIG SALLISAW CREEK | 6822 1453NX | 60ft.(4-100ft. CONT.) 60ft. PLATE GIRDER SPANS | 1967 | 35.455425 | -94.858661 | 522 | 35 | — | 4 | 0 | 2 | 32 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
16873 BRKEY
17039 NBI No.
17039 On Under
1 Structure No.
6822R1453NX Control No.
022 Lane Ind.
N Milepoint
14530 Facility Carried
I-40 Feature Intersected
BIG SALLISAW CREEK Division
01 County
135 Location
14.4 MI E MUSKOGEE CO Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
8800 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
522 Deck Width
35 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
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
61.2 HS Inv. Rating Method
1 HS Inv. Method
36.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2040 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17039 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
60ft.(4-100ft. CONT.) 60ft. PLATE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6822 1453NX H Index
65.9278 Latitude
35:27:19.53 Longitude
-94:51:31.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17039 Vault Link
http://plansrv1/bridgemaintvault/b17039 GIS FO/SD
Meets Standards H Inv. Method
20.3 Latitude DD
35.455425 Longitude DD
-94.858661 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16873 x
-10559617.8398518 y
4225945.11273956 |
|||||||||||||||||||||||||||||||||||||
| 17037 | 6320 1425 X | 17037 | Pottawatomie | U.S. 177 | LITTLE RIVER | 6320 1425 X | 60ft.(88ft.-110ft.-88ft. CON | 1967 | 35.17196667 | -96.93200556 | 408 | 31 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.5 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16871 BRKEY
17037 NBI No.
17037 On Under
1 Structure No.
6320 1425 X Control No.
020 Lane Ind.
Milepoint
14250 Facility Carried
U.S. 177 Feature Intersected
LITTLE RIVER Division
03 County
125 Location
6.4 MI S JCT SH 9 Sufficiency
49.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
408 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 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
-1 Min Measured Clearance
-1 NBI Rating
17037 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
60ft.(88ft.-110ft.-88ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6320 1425 X H Index
97.8269 Latitude
35:10:19.08 Longitude
-96:55:55.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17037 Vault Link
http://plansrv1/bridgemaintvault/b17037 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
35.17196667 Longitude DD
-96.93200556 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16871 x
-10790421.50051 y
4187275.35391788 |
|||||||||||||||||||||||||||||||||||||
| 17036 | 4404 1131WX | 17036 | McClain | U.S. 77 | WALNUT CREEK | 4404 1131WX | 4-100ft. CONT PLATE | 1967 | 34.99888889 | -97.36722222 | 401.903 | 35 | — | 4 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.7 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16870 BRKEY
17036 NBI No.
17036 On Under
1 Structure No.
4404 1131WX Control No.
004 Lane Ind.
W Milepoint
11310 Facility Carried
U.S. 77 Feature Intersected
WALNUT CREEK Division
03 County
087 Location
N.SIDE OF JCT. SH 39 Sufficiency
68.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
401.903 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17036 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
1.499 Description
4-100ft. CONT PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4404 1131WX H Index
90.309 Latitude
34:59:56 Longitude
-97:22:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17036 Vault Link
http://plansrv1/bridgemaintvault/b17036 GIS FO/SD
FO H Inv. Method
18 Latitude DD
34.99888889 Longitude DD
-97.36722222 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16870 x
-10838869.5974859 y
4163730.14967867 |
|||||||||||||||||||||||||||||||||||||
| 17035 | 4404 1131EX | 17035 | McClain | U.S. 77 | WALNUT CREEK | 4404 1131EX | 4-100ft. CONT. PLATE GIRDER SPANS WITH 18ft. SAFETY CURBS & 3ft. SIDEWALK | 1967 | 34.99888889 | -97.36694444 | 401.903 | 35 | — | 4 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16869 BRKEY
17035 NBI No.
17035 On Under
1 Structure No.
4404 1131EX Control No.
004 Lane Ind.
E Milepoint
11310 Facility Carried
U.S. 77 Feature Intersected
WALNUT CREEK Division
03 County
087 Location
N.SIDE OF JCT. SH39 Sufficiency
68.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
6800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
401.903 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17035 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
1.499 Rt. Curb SW
2.999 Description
4-100ft. CONT. PLATE GIRDER SPANS WITH 18ft. SAFETY CURBS & 3ft. SIDEWALK Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4404 1131EX H Index
78.1894 Latitude
34:59:56 Longitude
-97:22:01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17035 Vault Link
http://plansrv1/bridgemaintvault/b17035 GIS FO/SD
FO H Inv. Method
18 Latitude DD
34.99888889 Longitude DD
-97.36694444 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16869 x
-10838838.6751578 y
4163730.14967867 |
|||||||||||||||||||||||||||||||||||||
| 16945 | 6822 0121NX | 16945 | Sequoyah | I-40 WB | S.H. 10 UNDER | 6822 0121NX | 35ft. - 43ft. - 35ft. CONTINUOUS CONCRETE SLAB | 1967 | 35.49011389 | -95.07908889 | 115 | 39.6 | — | 3 | 0 | 2 | 37 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16868 BRKEY
16945 NBI No.
16945 On Under
1 Structure No.
6822 0121NX Control No.
022 Lane Ind.
N Milepoint
01210 Facility Carried
I-40 WB Feature Intersected
S.H. 10 UNDER Division
01 County
135 Location
1.21 E MUSKOGEE C/L Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
115 Deck Width
39.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 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
1602 Max Measured Clearance
1611 Min Measured Clearance
1605 NBI Rating
16945 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. - 43ft. - 35ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0121NX H Index
89.6506 Latitude
35:29:24.41 Longitude
-95:04:44.72 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0121N NBI Text
16945 Vault Link
http://plansrv1/bridgemaintvault/b16945 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.49011389 Longitude DD
-95.07908889 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16868 x
-10584155.7603232 y
4230686.75125453 |
|||||||||||||||||||||||||||||||||||||
| 16944 | 6822 0121SX | 16944 | Sequoyah | I-40 EB | S.H. 10 UNDER | 6822 0121SX | 35ft. - 43ft. - 35ft. CONTINUOUS CONCRETE SLAB | 1967 | 35.48906389 | -95.07948056 | 115 | 39.6 | — | 3 | 0 | 2 | 37 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16867 BRKEY
16944 NBI No.
16944 On Under
1 Structure No.
6822 0121SX Control No.
022 Lane Ind.
S Milepoint
01210 Facility Carried
I-40 EB Feature Intersected
S.H. 10 UNDER Division
01 County
135 Location
1.21 E MUSKOGEE C/L Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
7950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
115 Deck Width
39.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 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
1602 Max Measured Clearance
1708 Min Measured Clearance
1702 NBI Rating
16944 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. - 43ft. - 35ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0121SX H Index
87.3283 Latitude
35:29:20.63 Longitude
-95:04:46.13 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0121S NBI Text
16944 Vault Link
http://plansrv1/bridgemaintvault/b16944 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.48906389 Longitude DD
-95.07948056 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16867 x
-10584199.3608282 y
4230543.1962959 |
|||||||||||||||||||||||||||||||||||||
| 16943 | 6822 1302NX | 16943 | Sequoyah | I-40 WB | DWIGHT MISSION RD UNDER | 6822 1302NX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1967 | 35.4543 | -94.88491111 | 109 | 40 | — | 3 | 0 | 2 | 37 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16866 BRKEY
16943 NBI No.
16943 On Under
1 Structure No.
6822 1302NX Control No.
022 Lane Ind.
N Milepoint
13020 Facility Carried
I-40 WB Feature Intersected
DWIGHT MISSION RD UNDER Division
01 County
135 Location
13.02 E MUSKOGEE C/L Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
9800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15680 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
1600 Max Measured Clearance
1607 Min Measured Clearance
1601 NBI Rating
16943 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 1302NX H Index
99.3293 Latitude
35:27:15.48 Longitude
-94:53:05.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-1302N NBI Text
16943 Vault Link
http://plansrv1/bridgemaintvault/b16943 GIS FO/SD
Meets Standards H Inv. Method
23.2 Latitude DD
35.4543 Longitude DD
-94.88491111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16866 x
-10562539.9887302 y
4225791.37026741 |
|||||||||||||||||||||||||||||||||||||
| 16942 | 6822 1302SX | 16942 | Sequoyah | I-40 EB | DWIGHT MISSION RD UNDER | 6822 1302SX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1967 | 35.45392222 | -94.88528056 | 109 | 40 | — | 3 | 0 | 2 | 37 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16865 BRKEY
16942 NBI No.
16942 On Under
1 Structure No.
6822 1302SX Control No.
022 Lane Ind.
S Milepoint
13020 Facility Carried
I-40 EB Feature Intersected
DWIGHT MISSION RD UNDER Division
01 County
135 Location
13.02 E MUSKOGEE C/L Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
8650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13840 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
1600 Max Measured Clearance
1703 Min Measured Clearance
1611 NBI Rating
16942 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 1302SX H Index
99.0606 Latitude
35:27:14.12 Longitude
-94:53:07.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-1302S NBI Text
16942 Vault Link
http://plansrv1/bridgemaintvault/b16942 GIS FO/SD
Meets Standards H Inv. Method
23.2 Latitude DD
35.45392222 Longitude DD
-94.88528056 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16865 x
-10562581.1157161 y
4225739.74334409 |
|||||||||||||||||||||||||||||||||||||
| 16941 | 4405 1252WX | 16941 | McClain | I-35 | S.H. 74 UNDER | 4405 1252WX | 30ft.-46ft.-30ft. I-BM. SP | 1967 | 35.02980556 | -97.37609722 | 106.955 | 39.698 | — | 3 | 0 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Good (7) | Excellent (9) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16864 BRKEY
16941 NBI No.
16941 On Under
1 Structure No.
4405 1252WX Control No.
005 Lane Ind.
W Milepoint
12520 Facility Carried
I-35 Feature Intersected
S.H. 74 UNDER Division
03 County
087 Location
JCT I-35 & SH 74 Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
15100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.625 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
106.955 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16941 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-46ft.-30ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1252WX H Index
99.1513 Latitude
35:01:47.3 Longitude
-97:22:33.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
16941 Vault Link
http://plansrv1/bridgemaintvault/b16941 GIS FO/SD
FO H Inv. Method
32 Latitude DD
35.02980556 Longitude DD
-97.37609722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16864 x
-10839857.5579667 y
4167932.33866734 |
|||||||||||||||||||||||||||||||||||||
| 16940 | 4405 1252EX | 16940 | McClain | I-35 | S.H. 74 UNDER | 4405 1252EX | 30ft.-46ft.-30ft. I-BM. SP | 1967 | 35.02980556 | -97.37573889 | 106.955 | 39.698 | — | 3 | 0 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Good (7) | Excellent (9) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16863 BRKEY
16940 NBI No.
16940 On Under
1 Structure No.
4405 1252EX Control No.
005 Lane Ind.
E Milepoint
12520 Facility Carried
I-35 Feature Intersected
S.H. 74 UNDER Division
03 County
087 Location
JCT I-35 & SH 74 Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
14950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.625 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
106.955 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16940 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-46ft.-30ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1252EX H Index
86.9175 Latitude
35:01:47.3 Longitude
-97:22:32.66 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
16940 Vault Link
http://plansrv1/bridgemaintvault/b16940 GIS FO/SD
FO H Inv. Method
32 Latitude DD
35.02980556 Longitude DD
-97.37573889 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16863 x
-10839817.6688536 y
4167932.33866734 |
|||||||||||||||||||||||||||||||||||||
| 17219 | 2546 1039EX | 17219 | Garvin | I-35 | S.H. 29 UNDER | 2546 1039EX | 32ft.-52ft.-32ft. CONT. CO | 1968 | 34.65153333 | -97.220075 | 119.094 | 39.698 | — | 3 | 3 | 2 | 38.058 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16860 BRKEY
17219 NBI No.
17219 On Under
1 Structure No.
2546 1039EX Control No.
046 Lane Ind.
E Milepoint
10390 Facility Carried
I-35 Feature Intersected
S.H. 29 UNDER Division
03 County
049 Location
JCT I-35 AND SH 29 Sufficiency
90.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
15650 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
12.467 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
119.094 Deck Width
39.698 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
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 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
25040 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
16'1 Max Measured Clearance
16'4 Min Measured Clearance
16'4 NBI Rating
17219 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-52ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1039EX H Index
98.3125 Latitude
34:39:05.52 Longitude
-97:13:12.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17219 Vault Link
http://plansrv1/bridgemaintvault/b17219 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.65153333 Longitude DD
-97.220075 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16860 x
-10822489.2438839 y
4116626.17292281 |
|||||||||||||||||||||||||||||||||||||
| 17218 | 2546 1039WX | 17218 | Garvin | I-35 | S.H. 29 UNDER | 2546 1039WX | 32ft.-52ft.-32ft. CONT. CO | 1968 | 34.65153333 | -97.22063333 | 119.094 | 39.698 | — | 3 | 3 | 2 | 38.058 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16859 BRKEY
17218 NBI No.
17218 On Under
1 Structure No.
2546 1039WX Control No.
046 Lane Ind.
W Milepoint
10390 Facility Carried
I-35 Feature Intersected
S.H. 29 UNDER Division
03 County
049 Location
JCT I-35 AND SH 29 Sufficiency
90.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
15300 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
12.467 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
119.094 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 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
24480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17218 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-52ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1039WX H Index
93.5118 Latitude
34:39:05.52 Longitude
-97:13:14.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17218 Vault Link
http://plansrv1/bridgemaintvault/b17218 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.65153333 Longitude DD
-97.22063333 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16859 x
-10822551.3968952 y
4116626.17292281 |
|||||||||||||||||||||||||||||||||||||
| 17217 | 4405 0437EX | 17217 | McClain | I-35 | S.H. 59 UNDER | 4405 0437EX | 33ft.-51ft.-33ft. CONT. CO | 1968 | 34.91326667 | -97.354925 | 119.094 | 38.058 | — | 3 | 11 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16858 BRKEY
17217 NBI No.
17217 On Under
1 Structure No.
4405 0437EX Control No.
005 Lane Ind.
E Milepoint
04370 Facility Carried
I-35 Feature Intersected
S.H. 59 UNDER Division
03 County
087 Location
4.4 MI N GARVIN C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
16500 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
119.094 Deck Width
38.058 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17217 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-51ft.-33ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 0437EX H Index
97.1668 Latitude
34:54:47.76 Longitude
-97:21:17.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17217 Vault Link
http://plansrv1/bridgemaintvault/b17217 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.91326667 Longitude DD
-97.354925 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16858 x
-10837500.6772173 y
4152100.66879124 |
|||||||||||||||||||||||||||||||||||||
| 17216 | 4405 0437WX | 17216 | McClain | I-35 | S.H. 59 UNDER | 4405 0437WX | 33ft.-51ft.-33ft. CONT. CO | 1968 | 34.91326389 | -97.35549722 | 119.094 | 39.058 | — | 3 | 11 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16857 BRKEY
17216 NBI No.
17216 On Under
1 Structure No.
4405 0437WX Control No.
005 Lane Ind.
W Milepoint
04370 Facility Carried
I-35 Feature Intersected
S.H. 59 UNDER Division
03 County
087 Location
4.4 MI N GARVIN C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
119.094 Deck Width
39.058 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17216 ODOT County
44 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
39.058 Rt. Curb SW
0 Description
33ft.-51ft.-33ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 0437WX H Index
94.0798 Latitude
34:54:47.75 Longitude
-97:21:19.79 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17216 Vault Link
http://plansrv1/bridgemaintvault/b17216 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.91326389 Longitude DD
-97.35549722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16857 x
-10837564.3764564 y
4152100.29139994 |
|||||||||||||||||||||||||||||||||||||
| 17034 | 4405 1101WX | 17034 | McClain | I-35 | WALNUT CREEK | 4405 1101WX | 4-100ft. CONT. PLATE GIRDER SPANS SK. 45 DEG. | 1967 | 35.009011 | -97.375981 | 402.887 | 39.8 | — | 4 | 45 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.9 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16850 BRKEY
17034 NBI No.
17034 On Under
1 Structure No.
4405 1101WX Control No.
005 Lane Ind.
W Milepoint
11010 Facility Carried
I-35 Feature Intersected
WALNUT CREEK Division
03 County
087 Location
.7 MI N JCT SH 39 Sufficiency
81.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
15100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
402.887 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17034 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. PLATE GIRDER SPANS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1101WX H Index
87.3119 Latitude
35:00:32.44 Longitude
-97:22:33.53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17034 Vault Link
http://plansrv1/bridgemaintvault/b17034 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.009011 Longitude DD
-97.375981 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16850 x
-10839844.6204155 y
4165105.77040662 |
|||||||||||||||||||||||||||||||||||||
| 17033 | 4405 1101EX | 17033 | McClain | I-35 | WALNUT CREEK | 4405 1101EX | 4-100ft. CONT. PLATE G | 1967 | 35.007617 | -97.375603 | 402.887 | 39.8 | — | 4 | 45 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 14950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16849 BRKEY
17033 NBI No.
17033 On Under
1 Structure No.
4405 1101EX Control No.
005 Lane Ind.
E Milepoint
11010 Facility Carried
I-35 Feature Intersected
WALNUT CREEK Division
03 County
087 Location
.7 MI N JCT SH 39 Sufficiency
82 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
14950 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
402.887 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17033 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1101EX H Index
84.8589 Latitude
35:00:27.42 Longitude
-97:22:32.17 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17033 Vault Link
http://plansrv1/bridgemaintvault/b17033 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.007617 Longitude DD
-97.375603 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16849 x
-10839802.541648 y
4164916.31212295 |
|||||||||||||||||||||||||||||||||||||
| 17032 | 5115R0898SX | 17032 | Muskogee | I-40 EB | DIRTY CREEK | 5115 0898SX | 4-100ft. CONT. PLATE G | 1967 | 35.48638611 | -95.18928889 | 401.903 | 32.999 | — | 4 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 66.8 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6050 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
16848 BRKEY
17032 NBI No.
17032 On Under
1 Structure No.
5115R0898SX Control No.
015 Lane Ind.
S Milepoint
08980 Facility Carried
I-40 EB Feature Intersected
DIRTY CREEK Division
01 County
101 Location
9 MI E C/L Sufficiency
66.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
6050 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
401.903 Deck Width
32.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9680 Future ADT Year
2028 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17032 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. PLATE G Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0898SX H Index
64.4673 Latitude
35:29:10.99 Longitude
-95:11:21.44 I257A
_ I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB 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
17032 Vault Link
http://plansrv1/bridgemaintvault/b17032 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.48638611 Longitude DD
-95.18928889 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16848 x
-10596423.1682086 y
4230177.10136144 |
|||||||||||||||||||||||||||||||||||||
| 17031 | 5115R0898NX | 17031 | Muskogee | I-40 WB | DIRTY CREEK | 5115 0898NX | 4-100ft. CONT. PLATE G | 1967 | 35.48702222 | -95.18814167 | 401.903 | 32.999 | — | 4 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 77.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6050 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
16847 BRKEY
17031 NBI No.
17031 On Under
1 Structure No.
5115R0898NX Control No.
015 Lane Ind.
N Milepoint
08980 Facility Carried
I-40 WB Feature Intersected
DIRTY CREEK Division
01 County
101 Location
9 MI E C/L Sufficiency
77.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
6050 ADT Year
2009 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
401.903 Deck Width
32.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9680 Future ADT Year
2029 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17031 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. PLATE G Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0898NX H Index
64.6665 Latitude
35:29:13.28 Longitude
-95:11:17.31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB 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
17031 Vault Link
http://plansrv1/bridgemaintvault/b17031 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.48702222 Longitude DD
-95.18814167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16847 x
-10596295.4602624 y
4230264.0665679 |
|||||||||||||||||||||||||||||||||||||
| 17029 | 6216R1289SX | 17029 | Pontotoc | S.H. 19 | BIG SANDY CREEK | 6216 1289SX | 60ft. (80ft.-100ft.-80ft. CONTINUOUS | 1967 | 34.77943889 | -96.71045556 | 381.9 | 32.799 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.5 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
16845 BRKEY
17029 NBI No.
17029 On Under
1 Structure No.
6216R1289SX Control No.
016 Lane Ind.
S Milepoint
12890 Facility Carried
S.H. 19 Feature Intersected
BIG SANDY CREEK Division
03 County
123 Location
1E JCT SH 3W Sufficiency
33.5 Kind Hwy
3 Level Service
1 Route No.
00019 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
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
8200 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
37.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
381.9 Deck Width
32.799 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
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.312 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17029 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft. (80ft.-100ft.-80ft. CONTINUOUS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6216 1289SX H Index
89.4168 Latitude
34:46:45.98 Longitude
-96:42:37.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17029 Vault Link
http://plansrv1/bridgemaintvault/b17029 GIS FO/SD
SD H Inv. Method
19.401 Latitude DD
34.77943889 Longitude DD
-96.71045556 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16845 x
-10765758.6673247 y
4133948.02003533 |
|||||||||||||||||||||||||||||||||||||
| 16939 | 4405 1152WX | 16939 | McClain | I-35 | ADAMS ST. UNDER | 4405 1152WX | 30ft.-46ft.-30ft. I-BM. SP | 1967 | 35.01531667 | -97.37611111 | 106.955 | 40.026 | — | 3 | 0 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16844 BRKEY
16939 NBI No.
16939 On Under
1 Structure No.
4405 1152WX Control No.
005 Lane Ind.
W Milepoint
11520 Facility Carried
I-35 Feature Intersected
ADAMS ST. UNDER Division
03 County
087 Location
1.2 MI N JCT SH 39 Sufficiency
85.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
15100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
106.955 Deck Width
40.026 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16939 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-46ft.-30ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1152WX H Index
94.2338 Latitude
35:00:55.14 Longitude
-97:22:34 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16939 Vault Link
http://plansrv1/bridgemaintvault/b16939 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.01531667 Longitude DD
-97.37611111 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16844 x
-10839859.1041944 y
4165962.81319466 |
|||||||||||||||||||||||||||||||||||||
| 16938 | 4405 1152EX | 16938 | McClain | I-35 | ADAMS ST. UNDER | 4405 1152EX | 30ft.-46ft.-30ft. I-BM. SP | 1967 | 35.01531944 | -97.37555556 | 106.955 | 40.026 | — | 3 | 0 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.9 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 14950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16843 BRKEY
16938 NBI No.
16938 On Under
1 Structure No.
4405 1152EX Control No.
005 Lane Ind.
E Milepoint
11520 Facility Carried
I-35 Feature Intersected
ADAMS ST. UNDER Division
03 County
087 Location
1.2 MI N JCT SH 39 Sufficiency
85.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
14950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
106.955 Deck Width
40.026 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
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16938 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-46ft.-30ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1152EX H Index
92.1962 Latitude
35:00:55.15 Longitude
-97:22:32 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16938 Vault Link
http://plansrv1/bridgemaintvault/b16938 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.01531944 Longitude DD
-97.37555556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16843 x
-10839797.2606513 y
4165963.18969709 |
|||||||||||||||||||||||||||||||||||||
| 16937 | 7502 0403NX | 16937 | Washita | I-40 | NS-207 UNDER | 7502 0403NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 20 DEG. L.F. | 1967 | 35.42529722 | -99.29388889 | 102.034 | 40 | — | 3 | 20 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16842 BRKEY
16937 NBI No.
16937 On Under
1 Structure No.
7502 0403NX Control No.
002 Lane Ind.
N Milepoint
04030 Facility Carried
I-40 Feature Intersected
NS-207 UNDER Division
05 County
149 Location
4.0 MI E BECKHAM C/L Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
8850 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
2.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1711 Min Measured Clearance
1602 NBI Rating
16937 ODOT County
75 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 20 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0403NX H Index
82.3291 Latitude
35:25:31.07 Longitude
-99:17:38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
16937 Vault Link
http://plansrv1/bridgemaintvault/b16937 GIS FO/SD
Meets Standards H Inv. Method
23.8 Latitude DD
35.42529722 Longitude DD
-99.29388889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16842 x
-11053345.1501187 y
4221828.59277067 |
|||||||||||||||||||||||||||||||||||||
| 16936 | 7502 0403SX | 16936 | Washita | I-40 | NS-207 UNDER | 7502 0403SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 20 DEG. L.F. | 1967 | 35.42498056 | -99.29388889 | 102.034 | 40 | — | 3 | 20 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16841 BRKEY
16936 NBI No.
16936 On Under
1 Structure No.
7502 0403SX Control No.
002 Lane Ind.
S Milepoint
04030 Facility Carried
I-40 Feature Intersected
NS-207 UNDER Division
05 County
149 Location
4.0 MI E BECKHAM C/L Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
9050 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1603 Min Measured Clearance
1406 NBI Rating
16936 ODOT County
75 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 20 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0403SX H Index
88.5803 Latitude
35:25:29.93 Longitude
-99:17:38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
16936 Vault Link
http://plansrv1/bridgemaintvault/b16936 GIS FO/SD
Meets Standards H Inv. Method
23.8 Latitude DD
35.42498056 Longitude DD
-99.29388889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16841 x
-11053345.1501187 y
4221785.33399785 |
|||||||||||||||||||||||||||||||||||||
| 17215 | 6425T2290 X | 17215 | Pushmataha | IND. NATION TP | TEN MILE CREEK NO. 3 | 6425T2290 X | 100ft. PC BM SPAN | 1968 | 34.44891667 | -95.72744167 | 102.034 | 83.002 | — | 1 | 0 | 4 | 80.01 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Good (7) | Excellent (9) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16838 BRKEY
17215 NBI No.
17215 On Under
1 Structure No.
6425T2290 X Control No.
025 Lane Ind.
Milepoint
22900 Facility Carried
IND. NATION TP Feature Intersected
TEN MILE CREEK NO. 3 Division
02 County
127 Location
72.06 MI'S S. JCT I-40 Sufficiency
99.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 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
1968 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
80.01 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
83.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17215 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T2290 X H Index
100 Latitude
34:26:56.1 Longitude
-95:43:38.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
72.06 NBI Text
17215 Vault Link
http://plansrv1/bridgemaintvault/b17215 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.44891667 Longitude DD
-95.72744167 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16838 x
-10656330.0616472 y
4089241.0318983 |
|||||||||||||||||||||||||||||||||||||
| 17214 | 1036 1936EX | 17214 | Carter | I-35 NB | CO. RD. E184.0 UNDER | 1036 1936EX | 32ft. - 40ft. - 32ft. CONCRETE RIGID FRAME SPANS WITH (2) 6ft. CURBS | 1968 | 34.34705556 | -97.14746389 | 105.971 | 39.8 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16837 BRKEY
17214 NBI No.
17214 On Under
1 Structure No.
1036 1936EX Control No.
036 Lane Ind.
E Milepoint
19360 Facility Carried
I-35 NB Feature Intersected
CO. RD. E184.0 UNDER Division
07 County
019 Location
1.0 MI N JCT SH53 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1968 ADT Total
14150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
9.249 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
105.971 Deck Width
39.8 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
5 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
22640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1511 Min Measured Clearance
1504 NBI Rating
17214 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 40ft. - 32ft. CONCRETE RIGID FRAME SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1936EX H Index
87.5911 Latitude
34:20:49.4 Longitude
-97:08:50.87 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125 NBI Text
17214 Vault Link
http://plansrv1/bridgemaintvault/b17214 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.34705556 Longitude DD
-97.14746389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16837 x
-10814406.2120927 y
4075498.85348426 |
|||||||||||||||||||||||||||||||||||||
| 17213 | 1036 1936WX | 17213 | Carter | I-35 SB | CO. RD. E184.0 UNDER | 1036 1936WX | 32ft. - 40ft. - 32ft. CONCRETE RIGID FRAM SPANS WITH (2) 6ft. CURBS | 1968 | 34.34705278 | -97.14801667 | 105.971 | 39.8 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16836 BRKEY
17213 NBI No.
17213 On Under
1 Structure No.
1036 1936WX Control No.
036 Lane Ind.
W Milepoint
19360 Facility Carried
I-35 SB Feature Intersected
CO. RD. E184.0 UNDER Division
07 County
019 Location
1.0 MI N JCT SH53 Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
1968 ADT Total
15400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
5.417 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
105.971 Deck Width
39.8 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
5 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
24640 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
1501 Max Measured Clearance
1606 Min Measured Clearance
1603 NBI Rating
17213 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 40ft. - 32ft. CONCRETE RIGID FRAM SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1936WX H Index
87.3942 Latitude
34:20:49.39 Longitude
-97:08:52.86 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
126 NBI Text
17213 Vault Link
http://plansrv1/bridgemaintvault/b17213 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.34705278 Longitude DD
-97.14801667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16836 x
-10814467.7472808 y
4075498.47865992 |
|||||||||||||||||||||||||||||||||||||
| 17212 | 7329T1530 X | 17212 | Wagoner | MUSKOGEE TP | GAR CREEK | 7329T1530 X | 100ft. PC BEAM SPAN | 1968 | 35.921 | -95.565628 | 100.066 | 87.927 | — | 1 | 0 | 4 | 83.005 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16835 BRKEY
17212 NBI No.
17212 On Under
1 Structure No.
7329T1530 X Control No.
029 Lane Ind.
Milepoint
15300 Facility Carried
MUSKOGEE TP Feature Intersected
GAR CREEK Division
01 County
145 Location
15.36 MI'S SE JCT SH51 Sufficiency
80 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85.958 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
83.005 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
83.005 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
87.927 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.9 HS Inv. Rating Method
1 HS Inv. Method
53.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17212 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1530 X H Index
88.5884 Latitude
35:55:15.6 Longitude
-95:33:56.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15.36 NBI Text
17212 Vault Link
http://plansrv1/bridgemaintvault/b17212 GIS FO/SD
Meets Standards H Inv. Method
47.3 Latitude DD
35.921 Longitude DD
-95.565628 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16835 x
-10638317.0462994 y
4289756.53152902 |
|||||||||||||||||||||||||||||||||||||
| 17211 | 5163T1555 X | 17211 | Muskogee | MUSKOGEE TP | CO. RD. E0930 UNDER | 5163T1528 X | 100ft. PC BEAM SPAN | 1968 | 35.66776944 | -95.30836944 | 103.018 | 87.999 | — | 1 | 3 | 2 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16834 BRKEY
17211 NBI No.
17211 On Under
1 Structure No.
5163T1555 X Control No.
063 Lane Ind.
Milepoint
15550 Facility Carried
MUSKOGEE TP Feature Intersected
CO. RD. E0930 UNDER Division
01 County
101 Location
6 MI'S SOUTH JCT US 62 Sufficiency
75 Kind Hwy
8 Level Service
1 Route No.
E0930 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
85 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
103.018 Deck Width
87.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.4 HS Inv. Rating Method
1 HS Inv. Method
51.3 H Operating Rating
1 H Inv. Rating Method
4 Future ADT
10720 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1510 Min Measured Clearance
1500 NBI Rating
17211 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1528 X H Index
87.2395 Latitude
35:40:03.97 Longitude
-95:18:30.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41.16 NBI Text
17211 Vault Link
http://plansrv1/bridgemaintvault/b17211 GIS FO/SD
FO H Inv. Method
45.8 Latitude DD
35.66776944 Longitude DD
-95.30836944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16834 x
-10609679.154398 y
4255002.72933091 |