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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 17591 | 2546 0195WX | 17591 | Murray | I-35 SB | WILD HORSE CREEK | 2546 0195WX | (2) ((4) 60ft. CONTINUOUS) I-BEAM SPANS | 1969 | 34.532661 | -97.187478 | 482.94 | 39.8 | — | 8 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17964 BRKEY
17591 NBI No.
17591 On Under
1 Structure No.
2546 0195WX Control No.
046 Lane Ind.
W Milepoint
01950 Facility Carried
I-35 SB Feature Intersected
WILD HORSE CREEK Division
07 County
099 Location
2.0 MI N JCT SH7 Sufficiency
96.9 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
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 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
482.94 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17591 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) ((4) 60ft. CONTINUOUS) I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0195WX H Index
95.0125 Latitude
34:31:57.58 Longitude
-97:11:14.92 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
17591 Vault Link
http://plansrv1/bridgemaintvault/b17591 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.532661 Longitude DD
-97.187478 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17964 x
-10818860.5624425 y
4100551.61529111 |
|||||||||||||||||||||||||||||||||||||
| 17590 | 2546 0195EX | 17590 | Murray | I-35 NB | WILD HORSE CREEK | 2546 0195EX | (2) ((4) 60ft. CONTINUOUS) I-BEAM SPANS | 1969 | 34.532758 | -97.186933 | 482.94 | 39.8 | — | 8 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | 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 | 15800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17963 BRKEY
17590 NBI No.
17590 On Under
1 Structure No.
2546 0195EX Control No.
046 Lane Ind.
E Milepoint
01950 Facility Carried
I-35 NB Feature Intersected
WILD HORSE CREEK Division
07 County
099 Location
2.0 MI N JCT SH7 Sufficiency
97 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
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 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
482.94 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25280 Future ADT Year
2042 Bypass Detour
0 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
17590 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) ((4) 60ft. CONTINUOUS) I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0195EX H Index
91.971 Latitude
34:31:57.93 Longitude
-97:11:12.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
17590 Vault Link
http://plansrv1/bridgemaintvault/b17590 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.532758 Longitude DD
-97.186933 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17963 x
-10818799.89332 y
4100564.72278713 |
|||||||||||||||||||||||||||||||||||||
| 17500 | 2431 0000NX | 17500 | Garfield | U.S. 64 / U.S. 412 | U.S. 64 UNDER | 2431 0000NX | 2-80ft. CONT. PLATE GIRDER SPANS SK. 61 DEG 59ft.05ft. | 1969 | 36.39222222 | -97.83694444 | 162.165 | 48.999 | — | 2 | 28 | 3 | 46.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17961 BRKEY
17500 NBI No.
17500 On Under
1 Structure No.
2431 0000NX Control No.
031 Lane Ind.
N Milepoint
00000 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
U.S. 64 UNDER Division
04 County
047 Location
3.1 MI E JCT 81 ENID Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1969 ADT Total
4550 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
46.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
162.165 Deck Width
48.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1600 Min Measured Clearance
1508 NBI Rating
17500 ODOT County
24 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. CONT. PLATE GIRDER SPANS SK. 61 DEG 59ft.05ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0000NX H Index
83.2428 Latitude
36:23:32 Longitude
-97:50:13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 & 412 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17500 Vault Link
http://plansrv1/bridgemaintvault/b17500 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.39222222 Longitude DD
-97.83694444 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17961 x
-10891158.8358306 y
4354725.62593592 |
|||||||||||||||||||||||||||||||||||||
| 17499 | 2546 2555EX | 17499 | Garvin | I-35 | SHORT CREEK | 2546 2555EX | 3-50ft. I-BM. SPANS SK. 56 DEG. | 1969 | 34.851964 | -97.322942 | 151.903 | 39.698 | — | 3 | 35 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Excellent (9) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17960 BRKEY
17499 NBI No.
17499 On Under
1 Structure No.
2546 2555EX Control No.
046 Lane Ind.
E Milepoint
25550 Facility Carried
I-35 Feature Intersected
SHORT CREEK Division
03 County
049 Location
8.6 MI N JCT SH 19 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
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
1969 ADT Total
16650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 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
9 Super Rating
9 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
26640 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
17499 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS SK. 56 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 2555EX H Index
83.8903 Latitude
34:51:07.07 Longitude
-97:19:22.59 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
17499 Vault Link
http://plansrv1/bridgemaintvault/b17499 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
34.851964 Longitude DD
-97.322942 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17960 x
-10833940.3459433 y
4143781.7963889 |
|||||||||||||||||||||||||||||||||||||
| 17498 | 2546 2555WX | 17498 | Garvin | I-35 | SHORT CREEK | 2546 2555WX | 3-50ft. I-BM SPANS SK. | 1969 | 34.851472 | -97.323256 | 150.919 | 39.698 | — | 3 | 35 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17959 BRKEY
17498 NBI No.
17498 On Under
1 Structure No.
2546 2555WX Control No.
046 Lane Ind.
W Milepoint
25550 Facility Carried
I-35 Feature Intersected
SHORT CREEK Division
03 County
049 Location
8.6 MI N JCT SH 19 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
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
1969 ADT Total
16000 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 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.
5 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25600 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
17498 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM SPANS SK. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 2555WX H Index
92.4275 Latitude
34:51:05.3 Longitude
-97:19:23.72 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
17498 Vault Link
http://plansrv1/bridgemaintvault/b17498 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.851472 Longitude DD
-97.323256 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17959 x
-10833975.3002634 y
4143715.05627317 |
|||||||||||||||||||||||||||||||||||||
| 17497 | 0501 1998NX | 17497 | Beckham | I-40 | SAND CREEK | 0501 1998NX | 3-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. | 1969 | 35.26208611 | -99.65809722 | 150.919 | 40 | — | 3 | 30 | 2 | 38.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | 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 | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17958 BRKEY
17497 NBI No.
17497 On Under
1 Structure No.
0501 1998NX Control No.
001 Lane Ind.
N Milepoint
19980 Facility Carried
I-40 Feature Intersected
SAND CREEK Division
05 County
009 Location
12.6 MI E S.H. 30 Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1969 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 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
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17497 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1998NX H Index
99.4809 Latitude
35:15:43.51 Longitude
-99:39:29.15 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17497 Vault Link
http://plansrv1/bridgemaintvault/b17497 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.26208611 Longitude DD
-99.65809722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17958 x
-11093888.6359569 y
4199554.88492768 |
|||||||||||||||||||||||||||||||||||||
| 17496 | 2004 1157SX | 17496 | Custer | I-40 EB | I-40 BUS. UNDER | 2004 1157SX | 44ft.-64ft.-44ft. CONT. I-BEAM SPANS, SK. 36 DEG. L.F. | 1969 | 35.52133333 | -98.71497222 | 155.84 | 39.8 | — | 3 | 43 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 11900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17957 BRKEY
17496 NBI No.
17496 On Under
1 Structure No.
2004 1157SX Control No.
004 Lane Ind.
S Milepoint
11570 Facility Carried
I-40 EB Feature Intersected
I-40 BUS. UNDER Division
05 County
039 Location
0.7 MI E JCT S.H. 54 Sufficiency
96.9 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
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
11900 ADT Year
2022 Design Load
HS 20 Skew
43 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
11.201 Underclearance Left
3.199 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
155.84 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.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1803 Min Measured Clearance
1606 NBI Rating
17496 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
44ft.-64ft.-44ft. CONT. I-BEAM SPANS, SK. 36 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1157SX H Index
89.4522 Latitude
35:31:16.8 Longitude
-98:42:53.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17496 Vault Link
http://plansrv1/bridgemaintvault/b17496 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.52133333 Longitude DD
-98.71497222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17957 x
-10988900.4412025 y
4234955.89960249 |
|||||||||||||||||||||||||||||||||||||
| 17408 | 4550 0142 X | 17408 | McCurtain | S.H. 70 TRK | CREEK | 4550 0142 X | (3) 10ft. X 4ft. X 71.4ft. LONG RCB | 1969 | 33.88082778 | -94.80159444 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17956 BRKEY
17408 NBI No.
17408 On Under
1 Structure No.
4550 0142 X Control No.
050 Lane Ind.
Milepoint
01420 Facility Carried
S.H. 70 TRK Feature Intersected
CREEK Division
02 County
089 Location
1.4 E JCT US-259 Sufficiency
85.5 Kind Hwy
3 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.9 HS Inv. Rating Method
1 HS Inv. Method
25.74 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
3.106856 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
17408 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 4ft. X 71.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4550 0142 X H Index
100 Latitude
33:52:50.98 Longitude
-94:48:05.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 70 TRK Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
91 NBI Text
17408 Vault Link
http://plansrv1/bridgemaintvault/b17408 GIS FO/SD
Meets Standards H Inv. Method
14.28 Latitude DD
33.88082778 Longitude DD
-94.80159444 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17956 x
-10553265.2194512 y
4012811.31150527 |
|||||||||||||||||||||||||||||||||||||
| 17314 | 6206 1352EX | 17314 | Pontotoc | S.H. 1 | S.H. 3 UNDER | 6206 1329EX | 104ft.-79ft. CONT PLATE | 1968 | 34.76341667 | -96.70186111 | 185.039 | 41.01 | — | 2 | 11 | 2 | 35.105 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17950 BRKEY
17314 NBI No.
17314 On Under
1 Structure No.
6206 1352EX Control No.
006 Lane Ind.
E Milepoint
13520 Facility Carried
S.H. 1 Feature Intersected
S.H. 3 UNDER Division
03 County
123 Location
1 MI SW ADA Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1968 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
2 Road Width
35.105 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
3.937 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
185.039 Deck Width
41.01 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
8 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
57.982 HS Inv. Rating Method
1 HS Inv. Method
34.833 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17314 ODOT County
62 Nav. Control
N 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
1.969 Rt. Curb SW
1.64 Description
104ft.-79ft. CONT PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6206 1329EX H Index
93.301 Latitude
34:45:48.3 Longitude
-96:42:06.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 1 Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17314 Vault Link
http://plansrv1/bridgemaintvault/b17314 GIS FO/SD
Meets Standards H Inv. Method
19.29 Latitude DD
34.76341667 Longitude DD
-96.70186111 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17950 x
-10764801.9375271 y
4131776.7122824 |
|||||||||||||||||||||||||||||||||||||
| 17313 | 7102 0066NX | 17313 | Tillman | U.S. 62 | BNSF R.R. & CO. RD. UND | 7102 0066NX | 45ft.-40ft.-50ft.-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. | 1968 | 34.63825 | -99.08835278 | 186.024 | 45.801 | — | 4 | 30 | 2 | 43.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17949 BRKEY
17313 NBI No.
17313 On Under
1 Structure No.
7102 0066NX Control No.
002 Lane Ind.
N Milepoint
00660 Facility Carried
U.S. 62 Feature Intersected
BNSF R.R. & CO. RD. UND Division
05 County
141 Location
0.7 MI E JACKSON C/L Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
2250 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
43.999 Ref. Underclearance Rt.
R Underclearance Right
12.4 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
186.024 Deck Width
45.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.3 HS Inv. Rating Method
1 HS Inv. Method
23.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3600 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
2302 Min Measured Clearance
2204 NBI Rating
17313 ODOT County
71 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-40ft.-50ft.-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0066NX H Index
76.9967 Latitude
34:38:17.7 Longitude
-99:05:18.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17313 Vault Link
http://plansrv1/bridgemaintvault/b17313 GIS FO/SD
Meets Standards H Inv. Method
18.1 Latitude DD
34.63825 Longitude DD
-99.08835278 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17949 x
-11030464.9750139 y
4114828.78706645 |
|||||||||||||||||||||||||||||||||||||
| 17312 | 7329T2090 X | 17312 | Wagoner | CO. RD. N4230 | MUSKOGEE TP UNDER | 7329T2090 X | 86ft.-91ft. PC BEAM SPANS, SK56LF | 1968 | 35.87943333 | -95.48215556 | 182.999 | 22.999 | — | 2 | 34 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17948 BRKEY
17312 NBI No.
17312 On Under
1 Structure No.
7329T2090 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4230 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
20.84 MI'S SE JCT SH51 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
N4230 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
34 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.999 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
74.8 HS Inv. Rating Method
1 HS Inv. Method
44.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1706 Min Measured Clearance
1609 NBI Rating
17312 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
86ft.-91ft. PC BEAM SPANS, SK56LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2090 X H Index
98.4871 Latitude
35:52:45.96 Longitude
-95:28:55.76 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4230 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.84 NBI Text
17312 Vault Link
http://plansrv1/bridgemaintvault/b17312 GIS FO/SD
FO H Inv. Method
32.4 Latitude DD
35.87943333 Longitude DD
-95.48215556 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17948 x
-10629024.9367833 y
4284044.24072631 |
|||||||||||||||||||||||||||||||||||||
| 17311 | 7329T1900 X | 17311 | Wagoner | CO. RD. N4215 | MUSKOGEE TP UNDER | 7329T1900 X | 2-92ft. PC BEAM | 1968 | 35.89417222 | -95.50900833 | 186.024 | 22.999 | — | 2 | 33 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17947 BRKEY
17311 NBI No.
17311 On Under
1 Structure No.
7329T1900 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4215 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
19.02 MI'S SE JCT SH51 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
N4215 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
33 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
186.024 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1707 Min Measured Clearance
1611 NBI Rating
17311 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-92ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1900 X H Index
100 Latitude
35:53:39.02 Longitude
-95:30:32.43 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4215 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.02 NBI Text
17311 Vault Link
http://plansrv1/bridgemaintvault/b17311 GIS FO/SD
FO H Inv. Method
24.8 Latitude DD
35.89417222 Longitude DD
-95.50900833 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17947 x
-10632014.1734661 y
4286069.38632393 |
|||||||||||||||||||||||||||||||||||||
| 17310 | 7209 0765 X | 17310 | Tulsa | UTICA AVE. | I-244 UNDER | 7209 0765 X | 2-90ft.COMP STL BM | 1968 | 36.158889 | -95.967222 | 180.118 | 89.567 | — | 2 | 9 | 6 | 78.084 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17946 BRKEY
17310 NBI No.
17310 On Under
1 Structure No.
7209 0765 X Control No.
Lane Ind.
Milepoint
Facility Carried
UTICA AVE. Feature Intersected
I-244 UNDER Division
08 County
143 Location
.65 MI E JCT I 444 Sufficiency
82.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
77.756 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
2 Road Width
78.084 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
78.084 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
180.118 Deck Width
89.567 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
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
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
2005 Min Measured Clearance
1605 NBI Rating
17310 ODOT County
72 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
4.921 Rt. Curb SW
4.921 Description
2-90ft.COMP STL BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0765 X H Index
77.5675 Latitude
36:09:32 Longitude
-95:58:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
UTICA 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
17310 Vault Link
http://plansrv1/bridgemaintvault/b17310 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.158889 Longitude DD
-95.967222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17946 x
-10683022.285885 y
4322506.33581509 |
|||||||||||||||||||||||||||||||||||||
| 17309 | 6425T0610 X | 17309 | Pushmataha | CO. RD. E1920 | IND. NATION TP UNDER | 6425T0610 X | 96ft.,89ft. PC BM SPANS | 1968 | 34.22916667 | -95.64944444 | 187.008 | 28.999 | — | 2 | 38 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 2340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17945 BRKEY
17309 NBI No.
17309 On Under
1 Structure No.
6425T0610 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1920 Feature Intersected
IND. NATION TP UNDER Division
02 County
127 Location
88.78 MI'S S. JCT I-40 Sufficiency
75.1 Kind Hwy
4 Level Service
1 Route No.
E1920 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
2340 ADT Year
2022 Design Load
H 20 Skew
38 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
18.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
84 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
187.008 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
96.783 HS Inv. Rating Method
1 HS Inv. Method
42.329 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3744 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1610 Min Measured Clearance
1605 NBI Rating
17309 ODOT County
64 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
96ft.,89ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T0610 X H Index
90.7886 Latitude
34:13:45 Longitude
-95:38:58 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1920 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
88.75 NBI Text
17309 Vault Link
http://plansrv1/bridgemaintvault/b17309 GIS FO/SD
FO H Inv. Method
37.148 Latitude DD
34.22916667 Longitude DD
-95.64944444 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17945 x
-10647647.4497203 y
4059615.17628028 |
|||||||||||||||||||||||||||||||||||||
| 17588 | 5128 0608 X | 17588 | Muskogee | S.H. 10 | BIG GREEN LEAF CREEK | 5128 0608 X | 50ft.(80ft.-100ft.-80ft. CON | 1969 | 35.615008 | -95.173508 | 362 | 32 | — | 3 | 30 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17944 BRKEY
17588 NBI No.
17588 On Under
1 Structure No.
5128 0608 X Control No.
028 Lane Ind.
Milepoint
06080 Facility Carried
S.H. 10 Feature Intersected
BIG GREEN LEAF CREEK Division
01 County
101 Location
6.5 MI N C/L Sufficiency
66.4 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1300 ADT Year
2022 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
0 Appr. Roadway Width
35 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
362 Deck Width
32 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 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
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17588 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
50ft.(80ft.-100ft.-80ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 0608 X H Index
89.303 Latitude
35:36:54.03 Longitude
-95:10:24.63 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 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
17588 Vault Link
http://plansrv1/bridgemaintvault/b17588 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.615008 Longitude DD
-95.173508 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17944 x
-10594666.4475695 y
4247775.55903237 |
|||||||||||||||||||||||||||||||||||||
| 17587 | 2546 0144WX | 17587 | Murray | I-35 SB | WILD HORSE CREEK O'FLOW | 2546 0144WX | (14) 25ft. CONCRETE SLAB SPANS | 1969 | 34.5255 | -97.185531 | 350.066 | 39.8 | — | 14 | 0 | 2 | 37.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17943 BRKEY
17587 NBI No.
17587 On Under
1 Structure No.
2546 0144WX Control No.
046 Lane Ind.
W Milepoint
01440 Facility Carried
I-35 SB Feature Intersected
WILD HORSE CREEK O'FLOW Division
07 County
099 Location
1.5 MI N JCT SH7 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
14 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
1 - Concrete Design
01 Length
350.066 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
5 Super Rating
7 Sub Rating
6 Chan. Rating
8 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
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24720 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
17587 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(14) 25ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0144WX H Index
91.3079 Latitude
34:31:31.8 Longitude
-97:11:07.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
101 NBI Text
17587 Vault Link
http://plansrv1/bridgemaintvault/b17587 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.5255 Longitude DD
-97.185531 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17943 x
-10818643.8233939 y
4099583.99994517 |
|||||||||||||||||||||||||||||||||||||
| 17586 | 2546 0144EX | 17586 | Murray | I-35 NB | WILD HORSE CREEK O'FLOW | 2546 0144EX | (14) 25ft. CONCRETE SLAB SPANS | 1969 | 34.525619 | -97.184992 | 350.066 | 39.8 | — | 14 | 0 | 2 | 37.999 | 1 - Concrete | 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 | 15800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17942 BRKEY
17586 NBI No.
17586 On Under
1 Structure No.
2546 0144EX Control No.
046 Lane Ind.
E Milepoint
01440 Facility Carried
I-35 NB Feature Intersected
WILD HORSE CREEK O'FLOW Division
07 County
099 Location
1.5 MI N JCT SH7 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
14 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
1 - Concrete Design
01 Length
350.066 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
7 Sub Rating
6 Chan. Rating
8 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
65.2 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25280 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
17586 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(14) 25ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0144EX H Index
85.5735 Latitude
34:31:32.23 Longitude
-97:11:05.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
100 NBI Text
17586 Vault Link
http://plansrv1/bridgemaintvault/b17586 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
34.525619 Longitude DD
-97.184992 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17942 x
-10818583.8221884 y
4099600.07889474 |
|||||||||||||||||||||||||||||||||||||
| 17585 | 5032 0508EX | 17585 | Murray | I-35 NB | HONEY CR. & SRVC RD. UND | 5032 0508EX | 50ft. - 75ft. - 90ft. - 75ft. - 50ft. CONTINUOUS CONCRETE RIGID FRAME SPANS | 1969 | 34.44805278 | -97.13259167 | 341.864 | 47.799 | — | 5 | 0 | 3 | 46.001 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | 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 | 15600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17941 BRKEY
17585 NBI No.
17585 On Under
1 Structure No.
5032 0508EX Control No.
032 Lane Ind.
E Milepoint
05080 Facility Carried
I-35 NB Feature Intersected
HONEY CR. & SRVC RD. UND Division
07 County
099 Location
5.1 MI N CARTER C/L Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
46.001 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
1969 ADT Total
15600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
46.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
1 - Concrete Design
07 Length
341.864 Deck Width
47.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24960 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
1806 Min Measured Clearance
1506 NBI Rating
17585 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 75ft. - 90ft. - 75ft. - 50ft. CONTINUOUS CONCRETE RIGID FRAME SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0508EX H Index
97.2439 Latitude
34:26:52.99 Longitude
-97:07:57.33 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
17585 Vault Link
http://plansrv1/bridgemaintvault/b17585 GIS FO/SD
Meets Standards H Inv. Method
23.4 Latitude DD
34.44805278 Longitude DD
-97.13259167 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17941 x
-10812750.6441354 y
4089124.4132959 |
|||||||||||||||||||||||||||||||||||||
| 17584 | 5032 0508WX | 17584 | Murray | I-35 SB | HONEY CR. & SRVC RD. UND | 5032 0508WX | 50ft. - 75ft. - 90ft. - 75ft. - 50ft. CONTINUOUS CONCRETE RIGID FRAME SPANS | 1969 | 34.44788889 | -97.13283889 | 341.864 | 47.8 | — | 5 | 0 | 3 | 46 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | 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 | 15200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17940 BRKEY
17584 NBI No.
17584 On Under
1 Structure No.
5032 0508WX Control No.
032 Lane Ind.
W Milepoint
05080 Facility Carried
I-35 SB Feature Intersected
HONEY CR. & SRVC RD. UND Division
07 County
099 Location
5.1 MI N CARTER C/L Sufficiency
89.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
46 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
1969 ADT Total
15200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
46 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46 Span Type Main
M Material
1 - Concrete Design
07 Length
341.864 Deck Width
47.8 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
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24320 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
1505 Min Measured Clearance
1505 NBI Rating
17584 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 75ft. - 90ft. - 75ft. - 50ft. CONTINUOUS CONCRETE RIGID FRAME SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0508WX H Index
95.9537 Latitude
34:26:52.4 Longitude
-97:07:58.22 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
17584 Vault Link
http://plansrv1/bridgemaintvault/b17584 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
34.44788889 Longitude DD
-97.13283889 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17940 x
-10812778.1645399 y
4089102.28952417 |
|||||||||||||||||||||||||||||||||||||
| 17495 | 6412 0735 X | 17495 | Pushmataha | S.H. 3 | IND. NATION TP UNDER | 6412 0735 X | 26ft. - 99ft. - 26ft. PC BEAM SK 10° | 1969 | 34.2365 | -95.652561 | 151.001 | 66.201 | — | 3 | 10 | 4 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.3 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17939 BRKEY
17495 NBI No.
17495 On Under
1 Structure No.
6412 0735 X Control No.
012 Lane Ind.
Milepoint
07350 Facility Carried
S.H. 3 Feature Intersected
IND. NATION TP UNDER Division
02 County
127 Location
7.35 E ATOKA C/L Sufficiency
78.3 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
63.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
3.002 Underclearance Left
3.002 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.001 Deck Width
66.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1704 Min Measured Clearance
1700 NBI Rating
17495 ODOT County
64 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft. - 99ft. - 26ft. PC BEAM SK 10° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6412 0735 X H Index
87.3654 Latitude
34:14:11.4 Longitude
-95:39:09.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 3 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
88.24-50A NBI Text
17495 Vault Link
http://plansrv1/bridgemaintvault/b17495 GIS FO/SD
FO H Inv. Method
27 Latitude DD
34.2365 Longitude DD
-95.652561 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17939 x
-10647994.3835925 y
4060602.57795043 |
|||||||||||||||||||||||||||||||||||||
| 17494 | 7102 0522SX | 17494 | Tillman | U.S. 62 | OTTER CREEK O'FLOW | 7102 0522SX | 6-25ft. CONC. SLAB SPANS | 1969 | 34.63784722 | -99.00835 | 149.934 | 47.201 | — | 6 | 0 | 2 | 44.003 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17938 BRKEY
17494 NBI No.
17494 On Under
1 Structure No.
7102 0522SX Control No.
002 Lane Ind.
S Milepoint
05220 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK O'FLOW Division
05 County
141 Location
5.2 MI E JACKSON C/L Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
44.003 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
1969 ADT Total
2050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
47.201 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.3 HS Inv. Rating Method
1 HS Inv. Method
45.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17494 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0522SX H Index
67.7829 Latitude
34:38:16.25 Longitude
-99:00:30.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17494 Vault Link
http://plansrv1/bridgemaintvault/b17494 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.63784722 Longitude DD
-99.00835 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17938 x
-11021559.1062822 y
4114774.29084191 |
|||||||||||||||||||||||||||||||||||||
| 17493 | 2002 1105 X | 17493 | Custer | GLENN SMITH RD. | I-40 UNDER | 2002 1105 X | 2-78ft. CONT. PLATE GIRDER SPANS | 1969 | 35.5 | -98.95861111 | 158.136 | 31.001 | — | 2 | 0 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.5 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 125 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17937 BRKEY
17493 NBI No.
17493 On Under
1 Structure No.
2002 1105 X Control No.
Lane Ind.
Milepoint
Facility Carried
GLENN SMITH RD. Feature Intersected
I-40 UNDER Division
05 County
039 Location
0.3 MI E JCT U.S. 183 Sufficiency
85.5 Kind Hwy
4 Level Service
1 Route No.
N2270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
125 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
28.002 Ref. Underclearance Rt.
H Underclearance Right
7.598 Underclearance Left
13.599 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
158.136 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
200 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1611 Min Measured Clearance
1603 NBI Rating
17493 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
2-78ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 1105 X H Index
85.755 Latitude
35:30:00 Longitude
-98:57:31 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17493 Vault Link
http://plansrv1/bridgemaintvault/b17493 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.5 Longitude DD
-98.95861111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17937 x
-11016022.1983748 y
4232038.46239888 |
|||||||||||||||||||||||||||||||||||||
| 17492 | 6135T1100 X | 17492 | Pittsburg | CO. RD. E1570 | IND. NATION TP UNDER | 6135T1100 X | 78ft.-76ft. PC BM SPANS | 1969 | 34.73888889 | -95.76472222 | 157.152 | 28.999 | — | 2 | 6 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17936 BRKEY
17492 NBI No.
17492 On Under
1 Structure No.
6135T1100 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1570 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
50.1 MI S OF I-40 Sufficiency
75.6 Kind Hwy
4 Level Service
1 Route No.
E1570 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
6 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
17.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
157.152 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
82.8 HS Inv. Rating Method
1 HS Inv. Method
49.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1607 Min Measured Clearance
1607 NBI Rating
17492 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
78ft.-76ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1100 X H Index
99.8019 Latitude
34:44:20 Longitude
-95:45:53 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1570 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50.11 NBI Text
17492 Vault Link
http://plansrv1/bridgemaintvault/b17492 GIS FO/SD
FO H Inv. Method
45.1 Latitude DD
34.73888889 Longitude DD
-95.76472222 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17936 x
-10660480.1134897 y
4128453.55971415 |
|||||||||||||||||||||||||||||||||||||
| 17490 | 5032R0480WX | 17490 | Murray | I-35 SB | S.H. 77D UNDER | 5032 0480WX | 44ft. - 62ft. - 38ft. CONTINUOUS I-BEAM SPANS SKEWED 47 DEG. | 1969 | 34.444211 | -97.129631 | 146.982 | 41.801 | — | 3 | 47 | 3 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17934 BRKEY
17490 NBI No.
17490 On Under
1 Structure No.
5032R0480WX Control No.
032 Lane Ind.
W Milepoint
04800 Facility Carried
I-35 SB Feature Intersected
S.H. 77D UNDER Division
07 County
099 Location
4.8 MI N CARTER C/L Sufficiency
77.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 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
1969 ADT Total
15200 ADT Year
2022 Design Load
HS 20 Skew
47 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
8.75 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
146.982 Deck Width
41.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24320 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
1704 Min Measured Clearance
1505 NBI Rating
17490 ODOT County
50 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
44ft. - 62ft. - 38ft. CONTINUOUS I-BEAM SPANS SKEWED 47 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0480WX H Index
95.6536 Latitude
34:26:39.16 Longitude
-97:07:46.67 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
17490 Vault Link
http://plansrv1/bridgemaintvault/b17490 GIS FO/SD
FO H Inv. Method
32 Latitude DD
34.444211 Longitude DD
-97.129631 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17934 x
-10812421.0638586 y
4088605.81672112 |
|||||||||||||||||||||||||||||||||||||
| 17308 | 6425T0470 X | 17308 | Pushmataha | CO. RD. E1930 | IND. NATION TP UNDER | 6425T0470 X | 92ft.,91ft. PC BM SPAN | 1968 | 34.214722 | -95.631667 | 186.024 | 23.002 | — | 2 | 38 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.8 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 2340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17927 BRKEY
17308 NBI No.
17308 On Under
1 Structure No.
6425T0470 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1930 Feature Intersected
IND. NATION TP UNDER Division
02 County
127 Location
90.22 MI'S S. JCT I-40 Sufficiency
68.8 Kind Hwy
4 Level Service
1 Route No.
E1930 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
2340 ADT Year
2022 Design Load
H 20 Skew
38 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
186.024 Deck Width
23.002 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
99.869 HS Inv. Rating Method
1 HS Inv. Method
27.888 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3744 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1611 Min Measured Clearance
1603 NBI Rating
17308 ODOT County
64 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
92ft.,91ft. PC BM SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T0470 X H Index
92.2106 Latitude
34:12:53 Longitude
-95:37:54 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1930 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
90.22 NBI Text
17308 Vault Link
http://plansrv1/bridgemaintvault/b17308 GIS FO/SD
FO H Inv. Method
24.582 Latitude DD
34.214722 Longitude DD
-95.631667 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17927 x
-10645668.4741519 y
4057670.51438271 |
|||||||||||||||||||||||||||||||||||||
| 17307 | 5163T0750 X | 17307 | Muskogee | E1000 | MUSKOGEE TP UNDER | 5163T0718 X | 2-86ft. PC BEAM SPANS | 1968 | 35.56625833 | -95.24514444 | 173.885 | 22.999 | — | 2 | 33 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17926 BRKEY
17307 NBI No.
17307 On Under
1 Structure No.
5163T0750 X Control No.
Lane Ind.
Milepoint
Facility Carried
E1000 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
7.1 MI'S NE JCT I-40 Sufficiency
77.9 Kind Hwy
4 Level Service
1 Route No.
E1000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
150 ADT Year
2022 Design Load
H 15 Skew
33 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
20 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.885 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.3 HS Inv. Rating Method
1 HS Inv. Method
36.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1701 Min Measured Clearance
1608 NBI Rating
17307 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-86ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T0718 X H Index
100 Latitude
35:33:58.53 Longitude
-95:14:42.52 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E1000 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49.27 NBI Text
17307 Vault Link
http://plansrv1/bridgemaintvault/b17307 GIS FO/SD
FO H Inv. Method
25 Latitude DD
35.56625833 Longitude DD
-95.24514444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17926 x
-10602640.9795926 y
4241102.15025163 |
|||||||||||||||||||||||||||||||||||||
| 17306 | 5163T1107 X | 17306 | Muskogee | E0970 | MUSKOGEE TP UNDER | 5163T1077 X | 2-86ft. PREST. CONC BM | 1968 | 35.609772 | -95.279536 | 173.885 | 28.999 | — | 2 | 33 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17925 BRKEY
17306 NBI No.
17306 On Under
1 Structure No.
5163T1107 X Control No.
Lane Ind.
Milepoint
Facility Carried
E0970 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
10.7 MI'S NE JCT I-40 Sufficiency
86.4 Kind Hwy
4 Level Service
1 Route No.
E0970 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
150 ADT Year
2022 Design Load
H 20 Skew
33 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
29.905 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.885 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
93.696 HS Inv. Rating Method
1 HS Inv. Method
48.722 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1701 Min Measured Clearance
1609 NBI Rating
17306 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-86ft. PREST. CONC BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1077 X H Index
99.4975 Latitude
35:36:35.18 Longitude
-95:16:46.33 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E0970 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
45.65 NBI Text
17306 Vault Link
http://plansrv1/bridgemaintvault/b17306 GIS FO/SD
Meets Standards H Inv. Method
42.439 Latitude DD
35.609772 Longitude DD
-95.279536 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17925 x
-10606469.4305394 y
4247058.60100229 |
|||||||||||||||||||||||||||||||||||||
| 17305 | 7333T0165 X | 17305 | Wagoner | E0820 | MUSKOGEE TP UNDER | 7333T0430 X | 2-87ft. PC BEAM SPANS | 1968 | 35.82801667 | -95.34700833 | 174.869 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 120 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17924 BRKEY
17305 NBI No.
17305 On Under
1 Structure No.
7333T0165 X Control No.
Lane Ind.
Milepoint
Facility Carried
E0820 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
T.P. NO 29.28 Sufficiency
77 Kind Hwy
4 Level Service
1 Route No.
E0820 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
45 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
120 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
174.869 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
65.2 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
192 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1700 Min Measured Clearance
1608 NBI Rating
17305 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-87ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7333T0430 X H Index
89.4148 Latitude
35:49:40.86 Longitude
-95:20:49.23 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E0820 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29.28 NBI Text
17305 Vault Link
http://plansrv1/bridgemaintvault/b17305 GIS FO/SD
FO H Inv. Method
25.7 Latitude DD
35.82801667 Longitude DD
-95.34700833 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17924 x
-10613980.4159576 y
4276982.46262081 |
|||||||||||||||||||||||||||||||||||||
| 17304 | 7280 0220WX | 17304 | Tulsa | U.S. 64 / S.H. 51 | 21ST ST. UNDER | 7280 0220WX | 42ft.,2-46ft.,42ft.IBM SPA | 1968 | 36.133475 | -95.94935556 | 178.15 | 51.181 | — | 4 | 32 | 3 | 46.588 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.5 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17923 BRKEY
17304 NBI No.
17304 On Under
1 Structure No.
7280 0220WX Control No.
080 Lane Ind.
W Milepoint
02200 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
21ST ST. UNDER Division
08 County
143 Location
1.8 MI E PEORIA AVE Sufficiency
83.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.26 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
42850 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
4 Road Width
46.588 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.588 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
51.181 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.8 HS Inv. Rating Method
1 HS Inv. Method
46.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1503 Min Measured Clearance
1501 NBI Rating
17304 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.,2-46ft.,42ft.IBM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0220WX H Index
80.2525 Latitude
36:08:00.51 Longitude
-95:56:57.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / 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
17304 Vault Link
http://plansrv1/bridgemaintvault/b17304 GIS FO/SD
Meets Standards H Inv. Method
34.4 Latitude DD
36.133475 Longitude DD
-95.94935556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17923 x
-10681033.4028819 y
4319002.90294594 |
|||||||||||||||||||||||||||||||||||||
| 17303 | 7280 0220EX | 17303 | Tulsa | U.S. 64 / S.H. 51 | 21ST ST. UNDER | 7280 0220EX | 42ft.,2-46ft.,42ft.IBM SPA | 1968 | 36.13347778 | -95.94883611 | 178.15 | 51.181 | — | 4 | 32 | 3 | 46.588 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17922 BRKEY
17303 NBI No.
17303 On Under
1 Structure No.
7280 0220EX Control No.
080 Lane Ind.
E Milepoint
02200 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
21ST ST. UNDER Division
08 County
143 Location
1.8 MI E PEORIA AVE Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.26 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
42850 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
4 Road Width
46.588 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
51.181 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.8 HS Inv. Rating Method
1 HS Inv. Method
46.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1511 Min Measured Clearance
1505 NBI Rating
17303 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.,2-46ft.,42ft.IBM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0220EX H Index
80.454 Latitude
36:08:00.52 Longitude
-95:56:55.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / 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
17303 Vault Link
http://plansrv1/bridgemaintvault/b17303 GIS FO/SD
Meets Standards H Inv. Method
34.4 Latitude DD
36.13347778 Longitude DD
-95.94883611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17922 x
-10680975.5779725 y
4319003.28611924 |
|||||||||||||||||||||||||||||||||||||
| 17582 | 2002 1000NX | 17582 | Custer | I-40 WB | GNBC R.R. & NEPTUNE DR. | 2002 1000NX | 75ft.-100ft.-100ft.-75ft. CONT. PLATE GIRDER SPANS | 1969 | 35.49919167 | -98.97691667 | 325 | 40 | — | 4 | 45 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | 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 | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17920 BRKEY
17582 NBI No.
17582 On Under
1 Structure No.
2002 1000NX Control No.
002 Lane Ind.
N Milepoint
10000 Facility Carried
I-40 WB Feature Intersected
GNBC R.R. & NEPTUNE DR. Division
05 County
039 Location
SOUTH EDGE CLINTON Sufficiency
80.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 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
1969 ADT Total
9250 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
15.098 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
325 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.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2500 Max Measured Clearance
2506 Min Measured Clearance
2505 NBI Rating
17582 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
6 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-100ft.-100ft.-75ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 1000NX H Index
98.2125 Latitude
35:29:57.09 Longitude
-98:58:36.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17582 Vault Link
http://plansrv1/bridgemaintvault/b17582 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.49919167 Longitude DD
-98.97691667 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17920 x
-11018059.9639927 y
4231927.93455705 |
|||||||||||||||||||||||||||||||||||||
| 17581 | 2002 1000SX | 17581 | Custer | I-40 EB | GNBC R.R. & NEPTUNE DR. | 2002 1000SX | 75ft.-100ft.-100ft.-75ft. CONT. PLATE GIRDER SPANS | 1969 | 35.498833 | -98.977194 | 325 | 40 | — | 4 | 47 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | 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 | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17919 BRKEY
17581 NBI No.
17581 On Under
1 Structure No.
2002 1000SX Control No.
002 Lane Ind.
S Milepoint
10000 Facility Carried
I-40 EB Feature Intersected
GNBC R.R. & NEPTUNE DR. Division
05 County
039 Location
SOUTH EDGE CLINTON Sufficiency
80.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 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
1969 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
47 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
15.4 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
325 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.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2500 Max Measured Clearance
2506 Min Measured Clearance
2505 NBI Rating
17581 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
6 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-100ft.-100ft.-75ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 1000SX H Index
98.5178 Latitude
35:29:55.8 Longitude
-98:58:37.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17581 Vault Link
http://plansrv1/bridgemaintvault/b17581 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.498833 Longitude DD
-98.977194 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17919 x
-11018090.836227 y
4231878.89179844 |
|||||||||||||||||||||||||||||||||||||
| 17580 | 2044 0887 X | 17580 | Custer | S.H. 73 | WASHITA RIVER | 2044 0887 X | 100ft.-125ft.-100ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. R.F. | 1969 | 35.50859444 | -99.01646389 | 327.1 | 32 | — | 3 | 30 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Satisfactory (6) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17918 BRKEY
17580 NBI No.
17580 On Under
1 Structure No.
2044 0887 X Control No.
044 Lane Ind.
Milepoint
08870 Facility Carried
S.H. 73 Feature Intersected
WASHITA RIVER Division
05 County
039 Location
9.0 MI E JCT S.H. 44 Sufficiency
84.4 Kind Hwy
3 Level Service
1 Route No.
00073 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1969 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
327.1 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
19.883878 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
17580 ODOT County
20 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
100ft.-125ft.-100ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2044 0887 X H Index
76.6787 Latitude
35:30:30.94 Longitude
-99:00:59.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 73 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
17580 Vault Link
http://plansrv1/bridgemaintvault/b17580 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
35.50859444 Longitude DD
-99.01646389 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17918 x
-11022462.3403854 y
4233213.70086645 |
|||||||||||||||||||||||||||||||||||||
| 17579 | 5032 0542 X | 17579 | Murray | U.S. 77 WB | I-35 UNDER | 5032 0542 X | (111ft. - 77ft. - 97ft. CONTINUOUS) - 37ft. PLATE GIRDER SPANS SKEWED 38 DEG. | 1969 | 34.45027778 | -97.13555556 | 329.068 | 47.799 | — | 3 | 39 | 3 | 46.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17917 BRKEY
17579 NBI No.
17579 On Under
1 Structure No.
5032 0542 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 WB Feature Intersected
I-35 UNDER Division
07 County
099 Location
5.4 MI N CARTER C/L Sufficiency
85.3 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1050 ADT Year
2022 Design Load
HS 20 Skew
39 No. Main Spans
3 Road Width
46.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
16.083 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
329.068 Deck Width
47.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
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
2 HS Operating Rating
45.7 HS Inv. Rating Method
2 HS Inv. Method
27.4 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1803 Min Measured Clearance
1510 NBI Rating
17579 ODOT County
50 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
(111ft. - 77ft. - 97ft. CONTINUOUS) - 37ft. PLATE GIRDER SPANS SKEWED 38 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0542 X H Index
97.0807 Latitude
34:27:01 Longitude
-97:08:08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 77 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108 NBI Text
17579 Vault Link
http://plansrv1/bridgemaintvault/b17579 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
34.45027778 Longitude DD
-97.13555556 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17917 x
-10813080.5828609 y
4089424.77387948 |
|||||||||||||||||||||||||||||||||||||
| 17489 | 5032 0480EX | 17489 | Murray | I-35 NB | S.H. 77D UNDER | 5032 0480EX | 43ft. - 59ft. - 38ft. CONTINUOUS I-BEAM SPANS SKEWED 44 DEG. | 1969 | 34.444044 | -97.129064 | 143.045 | 39.8 | — | 3 | 44 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17916 BRKEY
17489 NBI No.
17489 On Under
1 Structure No.
5032 0480EX Control No.
032 Lane Ind.
E Milepoint
04800 Facility Carried
I-35 NB Feature Intersected
S.H. 77D UNDER Division
07 County
099 Location
4.8 MI N CARTER C/L Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15600 ADT Year
2022 Design Load
HS 20 Skew
44 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.799 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
143.045 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24960 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
1704 Min Measured Clearance
1506 NBI Rating
17489 ODOT County
50 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
43ft. - 59ft. - 38ft. CONTINUOUS I-BEAM SPANS SKEWED 44 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0480EX H Index
99.2436 Latitude
34:26:38.56 Longitude
-97:07:44.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
17489 Vault Link
http://plansrv1/bridgemaintvault/b17489 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.444044 Longitude DD
-97.129064 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17916 x
-10812357.9457073 y
4088583.27416273 |
|||||||||||||||||||||||||||||||||||||
| 17488 | 7329R1260 X | 17488 | Wagoner | S.H. 51/COWETA INT | MUSKOGEE TP UNDER | 7329R1260 X | 3 PREST. CONC BM SPA | 1968 | 35.95 | -95.58833333 | 148.95 | 45.801 | — | 3 | 0 | 4 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.2 | Critical (2) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 7300 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
17915 BRKEY
17488 NBI No.
17488 On Under
1 Structure No.
7329R1260 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 51/COWETA INT Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
3.7 MI E SH72 Sufficiency
32.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
45.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
7300 ADT Year
2002 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
3.501 Underclearance Left
33.501 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
148.95 Deck Width
45.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
2 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
19.952 HS Inv. Rating Method
2 HS Inv. Method
14.881 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
11680 Future ADT Year
2022 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1702 Max Measured Clearance
-1 Min Measured Clearance
1700 NBI Rating
17488 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 PREST. CONC BM SPA Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7329R1260 X H Index
86.1441 Latitude
35:57:00 Longitude
-95:35:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51/COWETA INT Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.71 ODOT NBI Text
17488 Vault Link
http://plansrv1/bridgemaintvault/b17488 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.95 Longitude DD
-95.58833333 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17915 x
-10640844.5920733 y
4293743.62838998 |
|||||||||||||||||||||||||||||||||||||
| 17487 | 0504 1494SX | 17487 | Beckham | I-40 | FARMRAIL (FMRC RR) UNDER | 0504 1494SX | 3-45ft. CONT. PLATE GIRDER SPANS | 1969 | 35.40179722 | -99.38894722 | 137.139 | 40 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17914 BRKEY
17487 NBI No.
17487 On Under
1 Structure No.
0504 1494SX Control No.
004 Lane Ind.
S Milepoint
14940 Facility Carried
I-40 Feature Intersected
FARMRAIL (FMRC RR) UNDER Division
05 County
009 Location
0.5 MI E S.H. 6 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
_ 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
1969 ADT Total
7750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
R Underclearance Right
19.501 Underclearance Left
20.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.012 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
137.139 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 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
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17487 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1494SX H Index
97.4146 Latitude
35:24:06.47 Longitude
-99:23:20.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17487 Vault Link
http://plansrv1/bridgemaintvault/b17487 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.40179722 Longitude DD
-99.38894722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17914 x
-11063926.9950099 y
4218618.7307054 |
|||||||||||||||||||||||||||||||||||||
| 17486 | 0504 1494NX | 17486 | Beckham | I-40 | FARMRAIL (FMRC RR) UNDER | 0504 1494NX | 3-45ft. CONT. PLATE GIRDER SPANS | 1969 | 35.40199722 | -99.38921389 | 137.139 | 40 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17913 BRKEY
17486 NBI No.
17486 On Under
1 Structure No.
0504 1494NX Control No.
004 Lane Ind.
N Milepoint
14940 Facility Carried
I-40 Feature Intersected
FARMRAIL (FMRC RR) UNDER Division
05 County
009 Location
0.5 MI E S.H. 6 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
_ 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
1969 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
R Underclearance Right
19.501 Underclearance Left
20.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
137.139 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 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
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17486 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1494NX H Index
94.317 Latitude
35:24:07.19 Longitude
-99:23:21.17 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17486 Vault Link
http://plansrv1/bridgemaintvault/b17486 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.40199722 Longitude DD
-99.38921389 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17913 x
-11063956.6805785 y
4218646.04473175 |
|||||||||||||||||||||||||||||||||||||
| 17485 | 6135T1160 X | 17485 | Pittsburg | IND. NATION TP | S.H. 63 UNDER | 6135T1160 X | 38ft.,52ft.,43ft. PC BM SPANS | 1969 | 34.75409167 | -95.76623889 | 134.843 | 87.999 | — | 3 | 25 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | 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) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17912 BRKEY
17485 NBI No.
17485 On Under
1 Structure No.
6135T1160 X Control No.
035 Lane Ind.
Milepoint
11600 Facility Carried
IND. NATION TP Feature Intersected
S.H. 63 UNDER Division
02 County
121 Location
8.8 MI E US 69 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
82.999 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
1969 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
12.5 Underclearance Left
12.5 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
134.843 Deck Width
87.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.8 HS Inv. Rating Method
1 HS Inv. Method
38.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 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
1608 Max Measured Clearance
1708 Min Measured Clearance
1610 NBI Rating
17485 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.,52ft.,43ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1160 X H Index
95.2411 Latitude
34:45:14.73 Longitude
-95:45:58.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49.06 NBI Text
17485 Vault Link
http://plansrv1/bridgemaintvault/b17485 GIS FO/SD
Meets Standards H Inv. Method
31.8 Latitude DD
34.75409167 Longitude DD
-95.76623889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17912 x
-10660648.9484218 y
4130513.19597533 |
|||||||||||||||||||||||||||||||||||||
| 17392 | 6006 1465 X | 17392 | Payne | S.H. 33 | CREEK | 6006 1465 X | 2-10ft.X12ft.X193ft. R.C.BOX SK. 70 DEG. RF W/ 4ft. CURTAIN WALL UPSTREAM | 1969 | 35.98529722 | -96.97539722 | 21.594 | 0 | — | 2 | 20 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17907 BRKEY
17392 NBI No.
17392 On Under
1 Structure No.
6006 1465 X Control No.
006 Lane Ind.
Milepoint
14650 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
3.9 MI W JCT SH 108 Sufficiency
90.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1969 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
22 Appr. Roadway Width
39.997 Span Type Main
M Material
1 - Concrete Design
19 Length
21.594 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
6720 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17392 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X193ft. R.C.BOX SK. 70 DEG. RF W/ 4ft. CURTAIN WALL UPSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6006 1465 X H Index
98.1754 Latitude
35:59:07.07 Longitude
-96:58:31.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17392 Vault Link
http://plansrv1/bridgemaintvault/b17392 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.98529722 Longitude DD
-96.97539722 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17907 x
-10795251.8380058 y
4298598.48073564 |
|||||||||||||||||||||||||||||||||||||
| 17391 | 2002 1145 X | 17391 | Custer | I-40 | CREEK | 2002 1145 X | 2-10ft.X10ft.X186ft. RDY. R.C.B. | 1969 | 35.49983333 | -98.95176389 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17906 BRKEY
17391 NBI No.
17391 On Under
1 Structure No.
2002 1145 X Control No.
002 Lane Ind.
Milepoint
11450 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
039 Location
0.7 MI E JCT U.S. 183 Sufficiency
79.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
19900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31840 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17391 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X186ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 1145 X H Index
95.71 Latitude
35:29:59.4 Longitude
-98:57:06.35 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17391 Vault Link
http://plansrv1/bridgemaintvault/b17391 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
35.49983333 Longitude DD
-98.95176389 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17906 x
-11015259.969331 y
4232015.67251235 |
|||||||||||||||||||||||||||||||||||||
| 17302 | 7280 0160WX | 17302 | Tulsa | U.S. 64 EB | 15 ST. UNDER | 7280 0160WX | 40ft.,2-46ft.,40ft.IBM SPA | 1968 | 36.140744 | -95.954881 | 174.44 | 56.5 | — | 4 | 32 | 4 | 53.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | 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 | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17905 BRKEY
17302 NBI No.
17302 On Under
1 Structure No.
7280 0160WX Control No.
080 Lane Ind.
W Milepoint
01600 Facility Carried
U.S. 64 EB Feature Intersected
15 ST. UNDER Division
08 County
143 Location
1.2 MI E PEORIA AVE Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.5 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
42850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
32 No. Main Spans
4 Road Width
53.5 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
174.44 Deck Width
56.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.6 HS Inv. Rating Method
3 HS Inv. Method
45.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
68560 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
1408 Max Measured Clearance
1501 Min Measured Clearance
1500 NBI Rating
17302 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
40ft.,2-46ft.,40ft.IBM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0160WX H Index
78.3017 Latitude
36:08:26.68 Longitude
-95:57:17.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17302 Vault Link
http://plansrv1/bridgemaintvault/b17302 GIS FO/SD
FO H Inv. Method
45.1 Latitude DD
36.140744 Longitude DD
-95.954881 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17905 x
-10681648.4920492 y
4320004.85101665 |
|||||||||||||||||||||||||||||||||||||
| 17301 | 5162T0030 X | 17301 | Muskogee | MUSKOGEE TP | K.O. & G.R.R. UNDER | 5162T0160 X | 60ft.-48ft.-60ft. PC BEAM SPANS | 1968 | 35.788236 | -95.311864 | 174.869 | 73.999 | — | 3 | 45 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | P | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17904 BRKEY
17301 NBI No.
17301 On Under
1 Structure No.
5162T0030 X Control No.
062 Lane Ind.
Milepoint
00300 Facility Carried
MUSKOGEE TP Feature Intersected
K.O. & G.R.R. UNDER Division
01 County
101 Location
T.P NO 32.78 Sufficiency
71.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
28.999 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1968 ADT Total
18400 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
R Underclearance Right
11.201 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
174.869 Deck Width
73.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.3 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29440 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
0000 Max Measured Clearance
2209 Min Measured Clearance
2209 NBI Rating
17301 ODOT County
51 Nav. Control
N 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
60ft.-48ft.-60ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5162T0160 X H Index
91.7948 Latitude
35:47:17.65 Longitude
-95:18:42.71 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.78 NBI Text
17301 Vault Link
http://plansrv1/bridgemaintvault/b17301 GIS FO/SD
Meets Standards H Inv. Method
25.1 Latitude DD
35.788236 Longitude DD
-95.311864 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17904 x
-10610068.1670377 y
4271521.95867204 |
|||||||||||||||||||||||||||||||||||||
| 17300 | 5162R0094 X | 17300 | Muskogee | MUSKOGEE TP | KO & G R.R. UNDER | 5162R0094 X | -1 | 1968 | 35.79666667 | -95.31833333 | 174.869 | 41.001 | — | 3 | 48 | 4 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 68.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | P | 9120 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
17903 BRKEY
17300 NBI No.
17300 On Under
1 Structure No.
5162R0094 X Control No.
062 Lane Ind.
Milepoint
00940 Facility Carried
MUSKOGEE TP Feature Intersected
KO & G R.R. UNDER Division
01 County
101 Location
32.7 MI SE OF SH 51 Sufficiency
68.1 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
28.999 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1968 ADT Total
9120 ADT Year
1999 Design Load
H 20 Skew
48 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
R Underclearance Right
13.999 Underclearance Left
0 Deck Structure Type
_ No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
174.869 Deck Width
41.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
28.77 HS Inv. Rating Method
2 HS Inv. Method
28.77 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8137 Future ADT Year
2017 Bypass Detour
4.97097 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
17300 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
-1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5162R0094 X H Index
100 Latitude
35:47:48 Longitude
-95:19:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
MUSKOGEE TP 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
17300 Vault Link
http://plansrv1/bridgemaintvault/b17300 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.79666667 Longitude DD
-95.31833333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17903 x
-10610788.3295591 y
4272678.96840587 |
|||||||||||||||||||||||||||||||||||||
| 17299 | 7329T2505 X | 17299 | Wagoner | CO. RD. N4270 | MUSKOGEE TP UNDER | 7329T2505 X | 2-87ft. PC BEAM SPANS | 1968 | 35.84821389 | -95.41119167 | 177.7 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17902 BRKEY
17299 NBI No.
17299 On Under
1 Structure No.
7329T2505 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4270 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
25.41 MI'S SE JCT SH51 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
N4270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
177.7 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
64.1 HS Inv. Rating Method
1 HS Inv. Method
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1611 Max Measured Clearance
1705 Min Measured Clearance
1611 NBI Rating
17299 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-87ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2505 X H Index
99.8571 Latitude
35:50:53.57 Longitude
-95:24:40.29 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.41 NBI Text
17299 Vault Link
http://plansrv1/bridgemaintvault/b17299 GIS FO/SD
FO H Inv. Method
25.2 Latitude DD
35.84821389 Longitude DD
-95.41119167 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17902 x
-10621125.2726838 y
4279755.88679853 |
|||||||||||||||||||||||||||||||||||||
| 17298 | 7329T2190 X | 17298 | Wagoner | CO. RD. E0790 | MUSKOGEE TP UNDER | 7329T2190 X | 2-90ft. PC BEAM | 1968 | 35.87136667 | -95.46750556 | 178.15 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17901 BRKEY
17298 NBI No.
17298 On Under
1 Structure No.
7329T2190 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0790 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
21.85 MI'S SE JCT SH51 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
E0790 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
178.15 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
64.1 HS Inv. Rating Method
1 HS Inv. Method
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1706 Min Measured Clearance
1700 NBI Rating
17298 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2190 X H Index
100 Latitude
35:52:16.92 Longitude
-95:28:03.02 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0790 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.85 NBI Text
17298 Vault Link
http://plansrv1/bridgemaintvault/b17298 GIS FO/SD
FO H Inv. Method
25.2 Latitude DD
35.87136667 Longitude DD
-95.46750556 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17901 x
-10627394.1062432 y
4282936.02909844 |
|||||||||||||||||||||||||||||||||||||
| 17297 | 5163T0868 X | 17297 | Muskogee | CO. RD. E0990 | MUSKOGEE TP UNDER | 5163T0838 X | 2-86ft. PC BEAM | 1968 | 35.580761 | -95.256614 | 173.885 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17900 BRKEY
17297 NBI No.
17297 On Under
1 Structure No.
5163T0868 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0990 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
8.32 MI'S NE JCT I-40 Sufficiency
74.2 Kind Hwy
4 Level Service
1 Route No.
E0990 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
4850 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.885 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1702 Min Measured Clearance
1608 NBI Rating
17297 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-86ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T0838 X H Index
92.1274 Latitude
35:34:50.74 Longitude
-95:15:23.81 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0990 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.03 NBI Text
17297 Vault Link
http://plansrv1/bridgemaintvault/b17297 GIS FO/SD
FO H Inv. Method
25 Latitude DD
35.580761 Longitude DD
-95.256614 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17900 x
-10603917.7651714 y
4243087.01595307 |
|||||||||||||||||||||||||||||||||||||
| 17578 | 5032 0536 X | 17578 | Murray | U.S. 77 EB | I-35 UNDER | 5032 0536 X | (110ft. - 78ft. - 96ft. CONTINUOUS) - 36ft. PLATE GIRDER SPANS SKEWED 38 DEG. | 1969 | 34.45 | -97.135 | 325.131 | 39.8 | — | 3 | 38 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17899 BRKEY
17578 NBI No.
17578 On Under
1 Structure No.
5032 0536 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 EB Feature Intersected
I-35 UNDER Division
07 County
099 Location
5.3 MI N CARTER C/L Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1050 ADT Year
2022 Design Load
HS 20 Skew
38 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
31.417 Underclearance Left
16.916 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
325.131 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.4 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1800 Min Measured Clearance
1601 NBI Rating
17578 ODOT County
50 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
(110ft. - 78ft. - 96ft. CONTINUOUS) - 36ft. PLATE GIRDER SPANS SKEWED 38 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0536 X H Index
97.4703 Latitude
34:26:60 Longitude
-97:08:06 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 77 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107 NBI Text
17578 Vault Link
http://plansrv1/bridgemaintvault/b17578 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
34.45 Longitude DD
-97.135 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17899 x
-10813018.7382046 y
4089387.27494218 |
|||||||||||||||||||||||||||||||||||||
| 17577 | 0504 1073SX | 17577 | Beckham | I-40 EB | FARMRAIL (FMRC RR) UNDER | 0504 1073SX | 2(47ft.,61ft.,47ft.) CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F. | 1969 | 35.386347 | -99.455411 | 317 | 40 | — | 6 | 43 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | 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 | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17898 BRKEY
17577 NBI No.
17577 On Under
1 Structure No.
0504 1073SX Control No.
004 Lane Ind.
S Milepoint
10730 Facility Carried
I-40 EB Feature Intersected
FARMRAIL (FMRC RR) UNDER Division
05 County
009 Location
10.8 MI. E. I-40 BUS Sufficiency
88.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 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
1969 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
43 No. Main Spans
6 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
7 Underclearance Left
23 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
317 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.
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
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17577 ODOT County
05 Nav. Control
N 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
2(47ft.,61ft.,47ft.) CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1073SX H Index
93.3384 Latitude
35:23:10.85 Longitude
-99:27:19.48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 E.B. 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
17577 Vault Link
http://plansrv1/bridgemaintvault/b17577 GIS FO/SD
FO H Inv. Method
21 Latitude DD
35.386347 Longitude DD
-99.455411 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17898 x
-11071325.7091557 y
4216508.89688204 |
|||||||||||||||||||||||||||||||||||||
| 17576 | 0504 1073NX | 17576 | Beckham | I-40 WB | FARMRAIL (FMRC RR) UNDER | 0504 1073NX | 2(47ft.-61ft.-47ft.) CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F. | 1969 | 35.38664167 | -99.45507222 | 317 | 40 | — | 6 | 43 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | 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 | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17897 BRKEY
17576 NBI No.
17576 On Under
1 Structure No.
0504 1073NX Control No.
004 Lane Ind.
N Milepoint
10730 Facility Carried
I-40 WB Feature Intersected
FARMRAIL (FMRC RR) UNDER Division
05 County
009 Location
10.8 MI. E. I-40 BUS Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 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
1969 ADT Total
6800 ADT Year
2022 Design Load
HS 20 Skew
43 No. Main Spans
6 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
7 Underclearance Left
23 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
317 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.
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
64 HS Inv. Rating Method
1 HS Inv. Method
38 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
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17576 ODOT County
05 Nav. Control
N 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
2(47ft.-61ft.-47ft.) CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1073NX H Index
93.5546 Latitude
35:23:11.91 Longitude
-99:27:18.26 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17576 Vault Link
http://plansrv1/bridgemaintvault/b17576 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.38664167 Longitude DD
-99.45507222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17897 x
-11071287.9963386 y
4216549.13231678 |