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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 16085 | 6823 0913NX | 16085 | Sequoyah | I-40 WB | U.S. 64 UNDER | 6823 0913NX | 50ft. - 74ft. - 40ft. I-BEAM SK 51° | 1964 | 35.39804167 | -94.66467778 | 167.001 | 32.999 | — | 3 | 51 | 2 | 30 | 3 - Steel | 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 | 01 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16310 BRKEY
16085 NBI No.
16085 On Under
1 Structure No.
6823 0913NX Control No.
023 Lane Ind.
N Milepoint
09130 Facility Carried
I-40 WB Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
JCT I-40 & US-64 Sufficiency
66.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
51 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 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
167.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1404 Max Measured Clearance
1504 Min Measured Clearance
1408 NBI Rating
16085 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft. - 74ft. - 40ft. I-BEAM SK 51° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0913NX H Index
78.5796 Latitude
35:23:52.95 Longitude
-94:39:52.84 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0913N NBI Text
16085 Vault Link
http://plansrv1/bridgemaintvault/b16085 GIS FO/SD
FO H Inv. Method
26.1 Latitude DD
35.39804167 Longitude DD
-94.66467778 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16310 x
-10538023.7265789 y
4218105.84732898 |
|||||||||||||||||||||||||||||||||||||
| 16084 | 2642T2560 X | 16084 | Grady | CO. RD. FAS 2603 | BAILEY A TP (I-44) UNDER | 2642T2560 X | 36ft.,2-45ft.,34ft. I-BM S | 1964 | 35.15916667 | -97.79444444 | 163.058 | 23.002 | — | 4 | 20 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.6 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16309 BRKEY
16084 NBI No.
16084 On Under
1 Structure No.
2642T2560 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. FAS 2603 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T P BR NO 14.46 Sufficiency
86.6 Kind Hwy
4 Level Service
1 Route No.
02603 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
163.058 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.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.9 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1703 Min Measured Clearance
1607 NBI Rating
16084 ODOT County
26 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
36ft.,2-45ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2560 X H Index
91.5832 Latitude
35:09:33 Longitude
-97:47:40 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. FAS 2603 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.46 NBI Text
16084 Vault Link
http://plansrv1/bridgemaintvault/b16084 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.15916667 Longitude DD
-97.79444444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16309 x
-10886427.7574719 y
4185532.35101265 |
|||||||||||||||||||||||||||||||||||||
| 16083 | 1649 0867 X | 16083 | Comanche | I-44 SB | U.S. 281B NB UNDER | 1649 0867WX | 37ft.-41ft.-55ft.-44ft. I-BM. SPANS SK.75 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.61895556 | -98.38835556 | 178.301 | 55 | — | 4 | 20 | 3 | 55 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16308 BRKEY
16083 NBI No.
16083 On Under
1 Structure No.
1649 0867 X Control No.
049 Lane Ind.
Milepoint
08670 Facility Carried
I-44 SB Feature Intersected
U.S. 281B NB UNDER Division
07 County
031 Location
JCT.US62 & US277 Sufficiency
83.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
55 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
22100 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
4 Road Width
55 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
4.701 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
55 Span Type Main
M Material
3 - Steel Design
02 Length
178.301 Deck Width
55 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
8 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
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
35360 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2002 Min Measured Clearance
1606 NBI Rating
16083 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-41ft.-55ft.-44ft. I-BM. SPANS SK.75 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0867WX H Index
98.1802 Latitude
34:37:08.24 Longitude
-98:23:18.08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
131 NBI Text
16083 Vault Link
http://plansrv1/bridgemaintvault/b16083 GIS FO/SD
FO H Inv. Method
26 Latitude DD
34.61895556 Longitude DD
-98.38835556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16308 x
-10952541.6409267 y
4112218.54222218 |
|||||||||||||||||||||||||||||||||||||
| 16082 | 1651T1560 X | 16082 | Comanche | CO. RD. 1632C | BAILEY A TP (I-44) UNDER | 1651T1560 X | 40ft.,2-45ft.,36ft. I-BM S | 1964 | 34.848175 | -98.17661667 | 167.979 | 28.999 | — | 4 | 20 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.5 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16307 BRKEY
16082 NBI No.
16082 On Under
1 Structure No.
1651T1560 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 1632C Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T P BR NO 45.64 Sufficiency
83.5 Kind Hwy
4 Level Service
1 Route No.
1632C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
3 - Steel Design
02 Length
167.979 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
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
7 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1704 Min Measured Clearance
1701 NBI Rating
16082 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1560 X H Index
85.3212 Latitude
34:50:53.43 Longitude
-98:10:35.82 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
CO. RD. 1632C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
45.64 NBI Text
16082 Vault Link
http://plansrv1/bridgemaintvault/b16082 GIS FO/SD
FO H Inv. Method
19.4 Latitude DD
34.848175 Longitude DD
-98.17661667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16307 x
-10928970.9755108 y
4143267.82640463 |
|||||||||||||||||||||||||||||||||||||
| 16081 | 2642R0350 X | 16081 | Grady | BAILEY A TP (I-44) | WEST BILLS CREEK | 2642T0350 X | 51ft.,65ft.,51ft. I-BM SPA | 1964 | 34.92304722 | -98.04296389 | 168.963 | 87.999 | — | 3 | 30 | 4 | 82.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.4 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 9500 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
16306 BRKEY
16081 NBI No.
16081 On Under
1 Structure No.
2642R0350 X Control No.
042 Lane Ind.
Milepoint
03500 Facility Carried
BAILEY A TP (I-44) Feature Intersected
WEST BILLS CREEK Division
07 County
051 Location
T P BR NO 36.42 Sufficiency
81.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
86.001 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9500 ADT Year
2007 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
168.963 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.
1 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
15200 Future ADT Year
2027 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16081 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft.,65ft.,51ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0350 X H Index
66.5413 Latitude
34:55:22.97 Longitude
-98:02:34.67 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36.42 NBI Text
16081 Vault Link
http://plansrv1/bridgemaintvault/b16081 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
34.92304722 Longitude DD
-98.04296389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16306 x
-10914092.8160981 y
4153428.47975317 |
|||||||||||||||||||||||||||||||||||||
| 16080 | 6823R0269SX | 16080 | Sequoyah | I-40 | U.S. 64 UNDER | 6823 0269SX | 42ft. - 74ft. - 42ft. I-BEAM SK 42.5° | 1964 | 35.45045278 | -94.75822222 | 161.001 | 45 | — | 3 | 43 | 2 | 42.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8700 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16305 BRKEY
16080 NBI No.
16080 On Under
1 Structure No.
6823R0269SX Control No.
023 Lane Ind.
S Milepoint
02690 Facility Carried
I-40 Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
2.69 E JCT US-59 Sufficiency
90.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8700 ADT Year
2017 Design Load
HS 20 Skew
43 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
161.001 Deck Width
45 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
4 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.16 HS Inv. Rating Method
1 HS Inv. Method
44.41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 Future ADT Year
2037 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
1506 Min Measured Clearance
1411 NBI Rating
16080 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
42ft. - 74ft. - 42ft. I-BEAM SK 42.5° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0269SX H Index
81.1288 Latitude
35:27:01.63 Longitude
-94:45:29.6 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0269S NBI Text
16080 Vault Link
http://plansrv1/bridgemaintvault/b16080 GIS FO/SD
SD H Inv. Method
33.8 Latitude DD
35.45045278 Longitude DD
-94.75822222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16305 x
-10548437.0460063 y
4225265.62552167 |
|||||||||||||||||||||||||||||||||||||
| 15986 | 6823 1512 X | 15986 | Sequoyah | I-40 | CAMP CREEK | 6823 1512 X | (4) 15ft. X 12ft. X 228ft. LONG RCB | 1964 | 35.39580278 | -94.56176111 | 65 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.4 | Fair (5) | 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 | 17900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16304 BRKEY
15986 NBI No.
15986 On Under
1 Structure No.
6823 1512 X Control No.
023 Lane Ind.
Milepoint
15120 Facility Carried
I-40 Feature Intersected
CAMP CREEK Division
01 County
135 Location
2.1 W JCT US-64 Sufficiency
74.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
17900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
19 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.6 HS Inv. Rating Method
1 HS Inv. Method
26.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15986 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 15ft. X 12ft. X 228ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1512 X H Index
97.055 Latitude
35:23:44.89 Longitude
-94:33:42.34 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
23-1512 NBI Text
15986 Vault Link
http://plansrv1/bridgemaintvault/b15986 GIS FO/SD
Meets Standards H Inv. Method
14.9 Latitude DD
35.39580278 Longitude DD
-94.56176111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16304 x
-10526567.0952804 y
4217800.10069343 |
|||||||||||||||||||||||||||||||||||||
| 15985 | 2405 1330 X | 15985 | Garfield | U.S. 60 / U.S. 64 | WILD HORSE CREEK | 2405 1330 X | (10.25, 3-12.5,10.25) X12ft. X 44ft. RCB W/ PARAPET RAILS & 4ft. CURTAIN WALLS | 1964 | 36.57917222 | -97.87307222 | 61.998 | 46.001 | — | 5 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16303 BRKEY
15985 NBI No.
15985 On Under
1 Structure No.
2405 1330 X Control No.
005 Lane Ind.
Milepoint
13300 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
WILD HORSE CREEK Division
04 County
047 Location
13.3 MI N JCT US 412 Sufficiency
90.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
61.998 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6080 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15985 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25, 3-12.5,10.25) X12ft. X 44ft. RCB W/ PARAPET RAILS & 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 1330 X H Index
96.9351 Latitude
36:34:45.02 Longitude
-97:52:23.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64, & 81 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15985 Vault Link
http://plansrv1/bridgemaintvault/b15985 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.57917222 Longitude DD
-97.87307222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16303 x
-10895180.5619037 y
4380610.02940607 |
|||||||||||||||||||||||||||||||||||||
| 15984 | 6419 0811 X | 15984 | Pushmataha | S.H. 2 | EMERY CREEK | 6419 0811 X | (13ft. - 17ft. - 13ft.) X 15ft. X 58.2ft. LONG RCB SK 45° | 1964 | 34.34397222 | -95.63420833 | 66.001 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16302 BRKEY
15984 NBI No.
15984 On Under
1 Structure No.
6419 0811 X Control No.
019 Lane Ind.
Milepoint
08110 Facility Carried
S.H. 2 Feature Intersected
EMERY CREEK Division
02 County
127 Location
8.11 N JCT SH-3 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
690 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
66.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1104 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15984 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 15ft. X 58.2ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 0811 X H Index
97.2137 Latitude
34:20:38.3 Longitude
-95:38:03.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
074 NBI Text
15984 Vault Link
http://plansrv1/bridgemaintvault/b15984 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.34397222 Longitude DD
-95.63420833 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16302 x
-10645951.3737134 y
4075083.137772 |
|||||||||||||||||||||||||||||||||||||
| 15983 | 1806 0375 X | 15983 | Craig | U.S. 60 | CREEK | 1806 0375 X | (13ft.-17ft.-13ft.) X 10ft. | 1964 | 36.626575 | -95.17058611 | 65.945 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16301 BRKEY
15983 NBI No.
15983 On Under
1 Structure No.
1806 0375 X Control No.
006 Lane Ind.
Milepoint
03750 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
035 Location
4 MI E JCT SH 66 Sufficiency
71.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
7400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
65.945 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15983 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 10ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0375 X H Index
95.5087 Latitude
36:37:35.67 Longitude
-95:10:14.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15983 Vault Link
http://plansrv1/bridgemaintvault/b15983 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.626575 Longitude DD
-95.17058611 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16301 x
-10594341.1842626 y
4387183.19251671 |
|||||||||||||||||||||||||||||||||||||
| 15982 | 6104 0114 X | 15982 | Pittsburg | U.S. 69 | BUCKLUCKSY CREEK | 6104 0114 X | (3) 10ft. X 10ft. X 220ft. RCB SK 30° | 1964 | 35.01636389 | -95.71795278 | 39.301 | 220 | — | 3 | 30 | 4 | 217.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16300 BRKEY
15982 NBI No.
15982 On Under
1 Structure No.
6104 0114 X Control No.
004 Lane Ind.
Milepoint
01140 Facility Carried
U.S. 69 Feature Intersected
BUCKLUCKSY CREEK Division
02 County
121 Location
1.14 N JCT SH 113 Sufficiency
81.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
217.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
19 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
220 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
33.999915 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
15982 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 10ft. X 220ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0114 X H Index
89.0421 Latitude
35:00:58.91 Longitude
-95:43:04.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
021 NBI Text
15982 Vault Link
http://plansrv1/bridgemaintvault/b15982 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.01636389 Longitude DD
-95.71795278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16300 x
-10655273.7632442 y
4166105.15376978 |
|||||||||||||||||||||||||||||||||||||
| 15890 | 2431 0227 X | 15890 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 0227 X | 2-10ft. X 9ft. X 162ft. R.C. BOX W/ 4ft. CURTAIN WALLS | 1964 | 36.39726111 | -97.79747222 | 20.915 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16298 BRKEY
15890 NBI No.
15890 On Under
1 Structure No.
2431 0227 X Control No.
031 Lane Ind.
Milepoint
02270 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
5.2 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
8200 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
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.915 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.12 HS Inv. Rating Method
1 HS Inv. Method
39.59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2042 Bypass Detour
55.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15890 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 9ft. X 162ft. R.C. BOX W/ 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0227 X H Index
98.7925 Latitude
36:23:50.14 Longitude
-97:47:50.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15890 Vault Link
http://plansrv1/bridgemaintvault/b15890 GIS FO/SD
Meets Standards H Inv. Method
21.99 Latitude DD
36.39726111 Longitude DD
-97.79747222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16298 x
-10886764.8083997 y
4355422.4740448 |
|||||||||||||||||||||||||||||||||||||
| 15889 | 2431 0199 X | 15889 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 0199 X | 2-10ft. X 5ft. X 162ft. R.C. BOX W/ 4ft. CURTAIN WALLS | 1964 | 36.3972 | -97.80247778 | 20.748 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16297 BRKEY
15889 NBI No.
15889 On Under
1 Structure No.
2431 0199 X Control No.
031 Lane Ind.
Milepoint
01990 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
5.9 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
9300 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
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.748 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
63.88 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 Future ADT Year
2042 Bypass Detour
55.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15889 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 162ft. R.C. BOX W/ 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0199 X H Index
97.6735 Latitude
36:23:49.92 Longitude
-97:48:08.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15889 Vault Link
http://plansrv1/bridgemaintvault/b15889 GIS FO/SD
Meets Standards H Inv. Method
35.49 Latitude DD
36.3972 Longitude DD
-97.80247778 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16297 x
-10887322.02479 y
4355414.0226296 |
|||||||||||||||||||||||||||||||||||||
| 15888 | 1411 0170 X | 15888 | Cleveland | S.H. 9 | CREEK | 1411 0170 X | 2-10ft.X 10ft.X 170ft. RDY | 1964 | 35.18941667 | -97.38898611 | 22.966 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16296 BRKEY
15888 NBI No.
15888 On Under
1 Structure No.
1411 0170 X Control No.
011 Lane Ind.
Milepoint
01700 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
027 Location
1.7 MI E JCT US77 Sufficiency
68.4 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
12000 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
5 Fill RCB
12 Appr. Roadway Width
36.001 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.47 HS Inv. Rating Method
1 HS Inv. Method
33.21 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19200 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15888 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 170ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1411 0170 X H Index
100 Latitude
35:11:21.9 Longitude
-97:23:20.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15888 Vault Link
http://plansrv1/bridgemaintvault/b15888 GIS FO/SD
Meets Standards H Inv. Method
18.45 Latitude DD
35.18941667 Longitude DD
-97.38898611 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16296 x
-10841292.3426384 y
4189651.99919859 |
|||||||||||||||||||||||||||||||||||||
| 15887 | 1737T0116 X | 15887 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T0120 X | 2-10ft. X 8ft. X 147ft. C | 1964 | 34.18813056 | -98.49186667 | 21.699 | 148.999 | — | 2 | 15 | 4 | 147.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16295 BRKEY
15887 NBI No.
15887 On Under
1 Structure No.
1737T0116 X Control No.
037 Lane Ind.
Milepoint
01160 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T P NO B 23.62 Sufficiency
77 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
2 Road Width
147.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.699 Deck Width
148.999 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
10080 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15887 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 147ft. C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0120 X H Index
98.716 Latitude
34:11:17.27 Longitude
-98:29:30.72 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.62 NBI Text
15887 Vault Link
http://plansrv1/bridgemaintvault/b15887 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.18813056 Longitude DD
-98.49186667 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16295 x
-10964064.4449834 y
4054091.42452939 |
|||||||||||||||||||||||||||||||||||||
| 15886 | 0542 0102 X | 15886 | Beckham | S.H. 6 | CREEK | 0542 0102 X | 2-10ft.X10ft.X61ft. RDY. R.C.B. | 1964 | 35.40713889 | -99.637675 | 22.966 | 62.001 | — | 2 | 0 | 2 | 61.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16294 BRKEY
15886 NBI No.
15886 On Under
1 Structure No.
0542 0102 X Control No.
042 Lane Ind.
Milepoint
01020 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
1.0 MI E JCT U.S. 283 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
61.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
62.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.95 HS Inv. Rating Method
1 HS Inv. Method
34.17 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15886 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X61ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0542 0102 X H Index
96.7 Latitude
35:24:25.7 Longitude
-99:38:15.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15886 Vault Link
http://plansrv1/bridgemaintvault/b15886 GIS FO/SD
Meets Standards H Inv. Method
18.98 Latitude DD
35.40713889 Longitude DD
-99.637675 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16294 x
-11091615.2448257 y
4219348.26654695 |
|||||||||||||||||||||||||||||||||||||
| 16165 | 1806R0349NX | 16165 | Craig | U.S. 60 (W.B.) | BIG CABIN CREEK | 1806 0349NX | 88ft.-110ft.-88ft. CONT. P | 1964 | 36.62691389 | -95.17536111 | 289.042 | 31.001 | — | 3 | 45 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Serious (3) | Poor (4) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4150 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
16292 BRKEY
16165 NBI No.
16165 On Under
1 Structure No.
1806R0349NX Control No.
006 Lane Ind.
N Milepoint
03490 Facility Carried
U.S. 60 (W.B.) Feature Intersected
BIG CABIN CREEK Division
08 County
035 Location
3.7 MI E JCT SH 66 Sufficiency
35.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
4150 ADT Year
2009 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
289.042 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.879 HS Inv. Rating Method
1 HS Inv. Method
34.061 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2029 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16165 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
88ft.-110ft.-88ft. CONT. P Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0349NX H Index
48.8364 Latitude
36:37:36.89 Longitude
-95:10:31.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16165 Vault Link
http://plansrv1/bridgemaintvault/b16165 GIS FO/SD
SD H Inv. Method
19.511 Latitude DD
36.62691389 Longitude DD
-95.17536111 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16292 x
-10594872.7348311 y
4387230.19965075 |
|||||||||||||||||||||||||||||||||||||
| 16164 | 1651T1020 X | 16164 | Comanche | BAILEY A TP (I-44) | U.S. 277 & UP R.R. UND | 1651T1020 X | 51ft.,60ft.,55ft.,60ft.,51ft. I-BM SPANS | 1964 | 34.80826944 | -98.25506944 | 279.856 | 73.999 | — | 5 | 38 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.2 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16291 BRKEY
16164 NBI No.
16164 On Under
1 Structure No.
1651T1020 X Control No.
051 Lane Ind.
Milepoint
10200 Facility Carried
BAILEY A TP (I-44) Feature Intersected
U.S. 277 & UP R.R. UND Division
07 County
031 Location
3.0 MI W SH17 Sufficiency
78.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
38 No. Main Spans
5 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
279.856 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
16000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1808 Max Measured Clearance
2100 Min Measured Clearance
2100 NBI Rating
16164 ODOT County
16 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
51ft.,60ft.,55ft.,60ft.,51ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1020 X H Index
74.5406 Latitude
34:48:29.77 Longitude
-98:15:18.25 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51.00 NBI Text
16164 Vault Link
http://plansrv1/bridgemaintvault/b16164 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.80826944 Longitude DD
-98.25506944 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16291 x
-10937704.2979185 y
4137856.15627635 |
|||||||||||||||||||||||||||||||||||||
| 16163 | 1737T1227 X | 16163 | Cotton | BAILEY B TP (I-44) | WEST CACHE CREEK | 1737T1250 X | 81ft.-100ft.-80ft. I-BM SPANS | 1964 | 34.32978611 | -98.41318056 | 264.108 | 73.999 | — | 3 | 25 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Fair (5) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16290 BRKEY
16163 NBI No.
16163 On Under
1 Structure No.
1737T1227 X Control No.
037 Lane Ind.
Milepoint
12270 Facility Carried
BAILEY B TP (I-44) Feature Intersected
WEST CACHE CREEK Division
07 County
033 Location
T P.NO 12.56 Sufficiency
80.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.501 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
264.108 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.4 HS Inv. Rating Method
1 HS Inv. Method
24.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16163 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
81ft.-100ft.-80ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1250 X H Index
99.1119 Latitude
34:19:47.23 Longitude
-98:24:47.45 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.56 NBI Text
16163 Vault Link
http://plansrv1/bridgemaintvault/b16163 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
34.32978611 Longitude DD
-98.41318056 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16290 x
-10955305.1472857 y
4073170.67217546 |
|||||||||||||||||||||||||||||||||||||
| 16162 | 6419 0757 X | 16162 | Pushmataha | S.H. 2 | BUCK CREEK | 6419 0757 X | 81ft.-100ft.-81ft. CONT. PLATE GIRDER SPANS WITH 2-18ft. SCft.S | 1964 | 34.33912222 | -95.64158333 | 264 | 42 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16289 BRKEY
16162 NBI No.
16162 On Under
1 Structure No.
6419 0757 X Control No.
019 Lane Ind.
Milepoint
07570 Facility Carried
S.H. 2 Feature Intersected
BUCK CREEK Division
02 County
127 Location
7.9 MI N JCT SH 3 Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
3 - Steel Design
02 Length
264 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.6 HS Inv. Rating Method
3 HS Inv. Method
41.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1104 Future ADT Year
2042 Bypass Detour
35.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16162 ODOT County
64 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
81ft.-100ft.-81ft. CONT. PLATE GIRDER SPANS WITH 2-18ft. SCft.S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 0757 X H Index
77.9961 Latitude
34:20:20.84 Longitude
-95:38:29.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
073 NBI Text
16162 Vault Link
http://plansrv1/bridgemaintvault/b16162 GIS FO/SD
Meets Standards H Inv. Method
41.3 Latitude DD
34.33912222 Longitude DD
-95.64158333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16289 x
-10646772.354958 y
4074429.26053729 |
|||||||||||||||||||||||||||||||||||||
| 16161 | 1649 0562WX | 16161 | Comanche | I-44 SB | NS258 &ABAN. UP R.R. UND | 1649 0562WX | 2-60ft.,40ft.,60ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.582575 | -98.38767778 | 267.06 | 35 | — | 5 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.3 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16288 BRKEY
16161 NBI No.
16161 On Under
1 Structure No.
1649 0562WX Control No.
049 Lane Ind.
W Milepoint
05620 Facility Carried
I-44 SB Feature Intersected
NS258 &ABAN. UP R.R. UND Division
07 County
031 Location
2.2 MI.NE.JCT.US281B Sufficiency
77.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
6.16 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
267.06 Deck Width
35 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
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1610 Min Measured Clearance
1506 NBI Rating
16161 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
2-60ft.,40ft.,60ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0562WX H Index
84.7406 Latitude
34:34:57.27 Longitude
-98:23:15.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118 NBI Text
16161 Vault Link
http://plansrv1/bridgemaintvault/b16161 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.582575 Longitude DD
-98.38767778 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16288 x
-10952466.1908023 y
4107298.45483653 |
|||||||||||||||||||||||||||||||||||||
| 16079 | 6823R0269NX | 16079 | Sequoyah | I-40 | U.S. 64 UNDER | 6823 0269NX | 42ft. - 74ft. - 42ft. I-BEAM SK 42.5° | 1964 | 35.450767 | -94.758058 | 161.001 | 32.999 | — | 3 | 43 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9900 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
16287 BRKEY
16079 NBI No.
16079 On Under
1 Structure No.
6823R0269NX Control No.
023 Lane Ind.
N Milepoint
02690 Facility Carried
I-40 Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
2.69 E JCT US-59 Sufficiency
73.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9900 ADT Year
2019 Design Load
HS 20 Skew
43 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
5.499 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
161.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.1 HS Inv. Rating Method
1 HS Inv. Method
34.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2039 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
1507 Min Measured Clearance
1411 NBI Rating
16079 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
42ft. - 74ft. - 42ft. I-BEAM SK 42.5° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0269NX H Index
85.012 Latitude
35:27:02.76 Longitude
-94:45:29.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0269N NBI Text
16079 Vault Link
http://plansrv1/bridgemaintvault/b16079 GIS FO/SD
FO H Inv. Method
26 Latitude DD
35.450767 Longitude DD
-94.758058 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16287 x
-10548418.7651195 y
4225308.56454971 |
|||||||||||||||||||||||||||||||||||||
| 16078 | 1737R0850 X | 16078 | Cotton | S.H. 5A | BAILEY B TP (I-44) UNDER | 1737 1160 X | 37ft.-44ft.-44ft.-37ft. I-BM SPANS SK. 76 DEG. 34ft. 26ft. WITH 2-18 INCH SAFETY CURBS | 1964 | 34.26194444 | -98.43416667 | 161.089 | 32.999 | — | 4 | 14 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
16286 BRKEY
16078 NBI No.
16078 On Under
1 Structure No.
1737R0850 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 5A Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
1.3 MI E US277 - TP 16.45 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
0005A Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
300 ADT Year
2014 Design Load
HS 20 Skew
14 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
32.999 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
4 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.454 HS Inv. Rating Method
1 HS Inv. Method
41.006 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2034 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1611 Min Measured Clearance
1606 NBI Rating
16078 ODOT County
17 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
37ft.-44ft.-44ft.-37ft. I-BM SPANS SK. 76 DEG. 34ft. 26ft. WITH 2-18 INCH SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1737 1160 X H Index
80.8866 Latitude
34:15:43 Longitude
-98:26:03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5A Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54 NBI Text
16078 Vault Link
http://plansrv1/bridgemaintvault/b16078 GIS FO/SD
SD H Inv. Method
28.219 Latitude DD
34.26194444 Longitude DD
-98.43416667 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16286 x
-10957641.3103646 y
4064029.23061928 |
|||||||||||||||||||||||||||||||||||||
| 16077 | 2642T2710 X | 16077 | Grady | CO. RD. E1270 | BAILEY A TP (I-44) UNDER | 2642T2710 X | 38ft.,2-49ft.,39ft. I-BM S | 1964 | 35.17472222 | -97.77722222 | 179.134 | 23.002 | — | 4 | 30 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16285 BRKEY
16077 NBI No.
16077 On Under
1 Structure No.
2642T2710 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1270 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO.13.03 Sufficiency
64.3 Kind Hwy
4 Level Service
1 Route No.
E1270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
179.134 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.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.7 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
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1704 Min Measured Clearance
1607 NBI Rating
16077 ODOT County
26 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
38ft.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2710 X H Index
89.1862 Latitude
35:10:29 Longitude
-97:46:38 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.03 NBI Text
16077 Vault Link
http://plansrv1/bridgemaintvault/b16077 GIS FO/SD
FO H Inv. Method
21.3 Latitude DD
35.17472222 Longitude DD
-97.77722222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16285 x
-10884510.5887111 y
4187650.6188448 |
|||||||||||||||||||||||||||||||||||||
| 16076 | 2642T2050 X | 16076 | Grady | CO. RD. N2880 | BAILEY A TP (I-44) UNDER | 2642T2050 X | 36ft.,2-45ft.,40ft. I-BM S | 1964 | 35.105 | -97.86277778 | 168.963 | 23.002 | — | 4 | 20 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16284 BRKEY
16076 NBI No.
16076 On Under
1 Structure No.
2642T2050 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2880 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T P BR NO 19.90 Sufficiency
64.8 Kind Hwy
4 Level Service
1 Route No.
N2880 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
168.963 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 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
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1711 Min Measured Clearance
1611 NBI Rating
16076 ODOT County
26 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
36ft.,2-45ft.,40ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2050 X H Index
99.142 Latitude
35:06:18 Longitude
-97:51:46 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2881 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.90 NBI Text
16076 Vault Link
http://plansrv1/bridgemaintvault/b16076 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.105 Longitude DD
-97.86277778 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16284 x
-10894034.5900849 y
4178159.39551387 |
|||||||||||||||||||||||||||||||||||||
| 16075 | 1737T1043 X | 16075 | Cotton | CO. RD. E1870 | BAILEY B TP (I-44) UNDER | 1737T1060 X | 35ft.,2-44ft.,35ft. I-BM S | 1964 | 34.30444722 | -98.42079722 | 160.105 | 22.999 | — | 4 | 15 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | X | 3690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16283 BRKEY
16075 NBI No.
16075 On Under
1 Structure No.
1737T1043 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1870 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T P BR NO 14.38 Sufficiency
62.1 Kind Hwy
4 Level Service
1 Route No.
E1870 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3690 ADT Year
2022 Design Load
H 15 Skew
15 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
160.105 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5904 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1605 Min Measured Clearance
1603 NBI Rating
16075 ODOT County
17 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
35ft.,2-44ft.,35ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1060 X H Index
97.6375 Latitude
34:18:16.01 Longitude
-98:25:14.87 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1870 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.38 NBI Text
16075 Vault Link
http://plansrv1/bridgemaintvault/b16075 GIS FO/SD
FO H Inv. Method
21.3 Latitude DD
34.30444722 Longitude DD
-98.42079722 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16283 x
-10956153.0299984 y
4069755.47634958 |
|||||||||||||||||||||||||||||||||||||
| 16074 | 1651T0960 X | 16074 | Comanche | CO. RD. N2650 | BAILEY A TP (I-44) UNDER | 1651T0960 X | 35ft.,2-45ft.,37ft. I-BM S | 1964 | 34.80506389 | -98.2656 | 165.026 | 22.999 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16282 BRKEY
16074 NBI No.
16074 On Under
1 Structure No.
1651T0960 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2650 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T.P.BR.NO.51.61 Sufficiency
61 Kind Hwy
4 Level Service
1 Route No.
N2650 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
165.026 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1701 Min Measured Clearance
1604 NBI Rating
16074 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,2-45ft.,37ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0960 X H Index
95.2813 Latitude
34:48:18.23 Longitude
-98:15:56.16 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2650 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51.61 NBI Text
16074 Vault Link
http://plansrv1/bridgemaintvault/b16074 GIS FO/SD
FO H Inv. Method
19.9 Latitude DD
34.80506389 Longitude DD
-98.2656 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16282 x
-10938876.5544955 y
4137421.55918742 |
|||||||||||||||||||||||||||||||||||||
| 15979 | 2642T1425 X | 15979 | Grady | BAILEY A TP (I-44) | CREEK | 2642T1390 X | 5-10ft.X 7ft. X 124ft. CL. RDY. RD BOX, SK60 RF | 1964 | 35.034186 | -97.916206 | 62.3 | 126.001 | — | 5 | 30 | 4 | 123.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16280 BRKEY
15979 NBI No.
15979 On Under
1 Structure No.
2642T1425 X Control No.
042 Lane Ind.
Milepoint
14250 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CREEK Division
07 County
051 Location
T.P BR NO 25.77 Sufficiency
94.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
123.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.3 Deck Width
126.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
258.4 HS Inv. Rating Method
1 HS Inv. Method
154.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15979 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.X 7ft. X 124ft. CL. RDY. RD BOX, SK60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1390 X H Index
99.01 Latitude
35:02:03.07 Longitude
-97:54:58.34 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.77 NBI Text
15979 Vault Link
http://plansrv1/bridgemaintvault/b15979 GIS FO/SD
Meets Standards H Inv. Method
86.9 Latitude DD
35.034186 Longitude DD
-97.916206 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16280 x
-10899982.1923293 y
4168527.85591723 |
|||||||||||||||||||||||||||||||||||||
| 15978 | 4607 0780 X | 15978 | McIntosh | I-40 WB | CREEK | 4607 0780NX | (12ft. - 14ft. - 12ft.) X 8ft. X 92ft. LONG RCB SK 45° | 1964 | 35.45101944 | -95.74389444 | 59.4 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 11800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16279 BRKEY
15978 NBI No.
15978 On Under
1 Structure No.
4607 0780 X Control No.
007 Lane Ind.
Milepoint
07800 Facility Carried
I-40 WB Feature Intersected
CREEK Division
01 County
091 Location
7.8 E OKMULGEE C/L Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
90 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
11800 ADT Year
2022 Design Load
HS 20 Skew
45 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
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
59.4 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18880 Future ADT Year
2042 Bypass Detour
27.961703 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
15978 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 8ft. X 92ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0780NX H Index
98.7308 Latitude
35:27:03.67 Longitude
-95:44:38.02 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0780N NBI Text
15978 Vault Link
http://plansrv1/bridgemaintvault/b15978 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.45101944 Longitude DD
-95.74389444 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16279 x
-10658161.5756257 y
4225343.06129213 |
|||||||||||||||||||||||||||||||||||||
| 15977 | 2431 0331 X | 15977 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 0331 X | (12ft.-14ft.-12ft.) X 8ft. X 150ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS | 1964 | 36.39734444 | -97.77878333 | 56.001 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16278 BRKEY
15977 NBI No.
15977 On Under
1 Structure No.
2431 0331 X Control No.
031 Lane Ind.
Milepoint
03310 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
6.2 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
56.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
55.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15977 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 8ft. X 150ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0331 X H Index
96.8533 Latitude
36:23:50.44 Longitude
-97:46:43.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15977 Vault Link
http://plansrv1/bridgemaintvault/b15977 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.39734444 Longitude DD
-97.77878333 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16278 x
-10884684.3706814 y
4355433.99846115 |
|||||||||||||||||||||||||||||||||||||
| 15976 | 0542 0094 X | 15976 | Beckham | S.H. 6 | CREEK | 0542 0094 X | (13ft.-17ft.-13ft.)X13ft.X40ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1964 | 35.40716389 | -99.63897778 | 54.134 | 42.001 | — | 3 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16277 BRKEY
15976 NBI No.
15976 On Under
1 Structure No.
0542 0094 X Control No.
042 Lane Ind.
Milepoint
00940 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
0.9 MI E JCT U.S. 283 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.856 HS Inv. Rating Method
1 HS Inv. Method
35.935 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15976 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X13ft.X40ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0542 0094 X H Index
93.6794 Latitude
35:24:25.79 Longitude
-99:38:20.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15976 Vault Link
http://plansrv1/bridgemaintvault/b15976 GIS FO/SD
Meets Standards H Inv. Method
19.29 Latitude DD
35.40716389 Longitude DD
-99.63897778 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16277 x
-11091760.2696319 y
4219351.6810228 |
|||||||||||||||||||||||||||||||||||||
| 16175 | 6823R0140SX | 16175 | Sequoyah | I-40 | D1093 RD & KCS RR UNDER | 6823 0140SX | 65ft. - 70ft. - 50ft. - (2) 70ft. I-BEAM SK 47° | 1964 | 35.447964 | -94.780856 | 325 | 32.999 | — | 5 | 47 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 12.2 | Failed (0) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8700 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16268 BRKEY
16175 NBI No.
16175 On Under
1 Structure No.
6823R0140SX Control No.
023 Lane Ind.
S Milepoint
01400 Facility Carried
I-40 Feature Intersected
D1093 RD & KCS RR UNDER Division
01 County
135 Location
1.40 E JCT US-59 Sufficiency
12.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8700 ADT Year
2017 Design Load
HS 20 Skew
47 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
20.341 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
325 Deck Width
32.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 Future ADT Year
2037 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2401 Max Measured Clearance
2407 Min Measured Clearance
2404 NBI Rating
16175 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
65ft. - 70ft. - 50ft. - (2) 70ft. I-BEAM SK 47° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0140SX H Index
75.2298 Latitude
35:26:52.67 Longitude
-94:46:51.08 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0140S NBI Text
16175 Vault Link
http://plansrv1/bridgemaintvault/b16175 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.447964 Longitude DD
-94.780856 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16268 x
-10550956.6268706 y
4224925.53280597 |
|||||||||||||||||||||||||||||||||||||
| 16174 | 6823R0140NX | 16174 | Sequoyah | I-40 | D1093 RD & KCS RR UNDER | 6823 0140NX | 65ft. - 70ft. - 50ft. - (2) 70ft. I-BEAM SK 47° | 1964 | 35.448417 | -94.780244 | 325 | 32.999 | — | 5 | 47 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8700 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
16267 BRKEY
16174 NBI No.
16174 On Under
1 Structure No.
6823R0140NX Control No.
023 Lane Ind.
N Milepoint
01400 Facility Carried
I-40 Feature Intersected
D1093 RD & KCS RR UNDER Division
01 County
135 Location
1.40 E JCT US-59 Sufficiency
62.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8700 ADT Year
2019 Design Load
HS 20 Skew
47 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
21.509 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
325 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 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
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.2 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 Future ADT Year
2039 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
2401 Max Measured Clearance
2407 Min Measured Clearance
2204 NBI Rating
16174 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
65ft. - 70ft. - 50ft. - (2) 70ft. I-BEAM SK 47° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0140NX H Index
82.2936 Latitude
35:26:54.3 Longitude
-94:46:48.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0140N NBI Text
16174 Vault Link
http://plansrv1/bridgemaintvault/b16174 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
35.448417 Longitude DD
-94.780244 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16267 x
-10550888.4993422 y
4224987.43464206 |
|||||||||||||||||||||||||||||||||||||
| 16173 | 5904R1230 X | 16173 | Pawnee | U.S. 64 | RANCH CREEK | 5904 1230 X | 97ft.-120ft.-97ft. CONT. P | 1964 | 36.286339 | -96.570847 | 315 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.7 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16266 BRKEY
16173 NBI No.
16173 On Under
1 Structure No.
5904R1230 X Control No.
004 Lane Ind.
Milepoint
12300 Facility Carried
U.S. 64 Feature Intersected
RANCH CREEK Division
08 County
117 Location
12.5 MI E JCT SH 18 Sufficiency
46.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
1400 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
315 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.722 HS Inv. Rating Method
1 HS Inv. Method
29.211 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2037 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16173 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
97ft.-120ft.-97ft. CONT. P Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5904 1230 X H Index
73.2115 Latitude
36:17:10.82 Longitude
-96:34:15.05 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16173 Vault Link
http://plansrv1/bridgemaintvault/b16173 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.286339 Longitude DD
-96.570847 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16266 x
-10750217.5135151 y
4340093.04437348 |
|||||||||||||||||||||||||||||||||||||
| 16172 | 1737T1174 X | 16172 | Cotton | BAILEY B TP (I-44) | WEST CACHE CREEK O'FLOW | 1737T1229 X | 7-45ft. I-BM SPANS | 1964 | 34.32251667 | -98.41541111 | 316.929 | 73.999 | — | 7 | 0 | 4 | 33.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16265 BRKEY
16172 NBI No.
16172 On Under
1 Structure No.
1737T1174 X Control No.
037 Lane Ind.
Milepoint
11740 Facility Carried
BAILEY B TP (I-44) Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
T P BR NO 13.08 Sufficiency
77.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
67.001 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
33.501 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
316.929 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16172 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-45ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1229 X H Index
100 Latitude
34:19:21.06 Longitude
-98:24:55.48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.08 NBI Text
16172 Vault Link
http://plansrv1/bridgemaintvault/b16172 GIS FO/SD
FO H Inv. Method
20.062 Latitude DD
34.32251667 Longitude DD
-98.41541111 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16265 x
-10955553.4509759 y
4072190.78577998 |
|||||||||||||||||||||||||||||||||||||
| 16073 | 2642T0770 X | 16073 | Grady | CO. RD. E1410 | BAILEY A TP (I-44) UNDER | 2642T0770 X | 37ft.,2-45ft.,36ft. I-BM S | 1964 | 34.97138889 | -97.99555556 | 165.026 | 22.999 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16264 BRKEY
16073 NBI No.
16073 On Under
1 Structure No.
2642T0770 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1410 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T P BR NO 32.17 Sufficiency
64.7 Kind Hwy
4 Level Service
1 Route No.
E1410 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
165.026 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.1 HS Inv. Rating Method
1 HS Inv. Method
30.1 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
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1701 Min Measured Clearance
1607 NBI Rating
16073 ODOT County
26 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
37ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0770 X H Index
99.3274 Latitude
34:58:17 Longitude
-97:59:44 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1410 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.17 NBI Text
16073 Vault Link
http://plansrv1/bridgemaintvault/b16073 GIS FO/SD
FO H Inv. Method
22.3 Latitude DD
34.97138889 Longitude DD
-97.99555556 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16264 x
-10908815.3449431 y
4159993.68793139 |
|||||||||||||||||||||||||||||||||||||
| 16072 | 2642T0250 X | 16072 | Grady | CO. RD. N2771 | BAILEY A TP (I-44) UNDER | 2642T0250 X | 30ft.,2-42.5ft.,44ft. I-BM | 1964 | 34.91361111 | -98.05583333 | 161.089 | 22.999 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16263 BRKEY
16072 NBI No.
16072 On Under
1 Structure No.
2642T0250 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2771 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P. BR.NO 37.43 Sufficiency
63.7 Kind Hwy
4 Level Service
1 Route No.
N2771 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 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.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.2 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
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1711 Max Measured Clearance
1907 Min Measured Clearance
1608 NBI Rating
16072 ODOT County
26 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
30ft.,2-42.5ft.,44ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0250 X H Index
87.3372 Latitude
34:54:49 Longitude
-98:03:21 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2771 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37.43 NBI Text
16072 Vault Link
http://plansrv1/bridgemaintvault/b16072 GIS FO/SD
FO H Inv. Method
21.4 Latitude DD
34.91361111 Longitude DD
-98.05583333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16263 x
-10915525.4356057 y
4152147.42740087 |
|||||||||||||||||||||||||||||||||||||
| 16071 | 2642T2370 X | 16071 | Grady | BAILEY A TP (I-44) | BITTER CREEK | 2642T2370 X | 49ft.,60ft.,49ft. I-BM SPA | 1964 | 35.14093611 | -97.81948333 | 160.105 | 88.002 | — | 3 | 30 | 4 | 83.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16262 BRKEY
16071 NBI No.
16071 On Under
1 Structure No.
2642T2370 X Control No.
042 Lane Ind.
Milepoint
23700 Facility Carried
BAILEY A TP (I-44) Feature Intersected
BITTER CREEK Division
07 County
051 Location
T.P.BR NO. 16.38 Sufficiency
84.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
83.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
160.105 Deck Width
88.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.8 HS Inv. Rating Method
1 HS Inv. Method
25.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16071 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.,60ft.,49ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2370 X H Index
99.1709 Latitude
35:08:27.37 Longitude
-97:49:10.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16.38 NBI Text
16071 Vault Link
http://plansrv1/bridgemaintvault/b16071 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
35.14093611 Longitude DD
-97.81948333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16262 x
-10889215.0739567 y
4183050.33075467 |
|||||||||||||||||||||||||||||||||||||
| 16070 | 1651T1600 X | 16070 | Comanche | BAILEY A TP (I-44) | LITTLE WASHITA O'FLOW | 1651T1600 X | 51ft.,50ft.,51ft. I-BM SPA | 1964 | 34.85098333 | -98.17131944 | 153.871 | 87.999 | — | 3 | 30 | 4 | 81.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16261 BRKEY
16070 NBI No.
16070 On Under
1 Structure No.
1651T1600 X Control No.
051 Lane Ind.
Milepoint
16000 Facility Carried
BAILEY A TP (I-44) Feature Intersected
LITTLE WASHITA O'FLOW Division
07 County
031 Location
T.P BR. NO 45.27 Sufficiency
96.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
81.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
16000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16070 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft.,50ft.,51ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1600 X H Index
100 Latitude
34:51:03.54 Longitude
-98:10:16.75 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
45.27 NBI Text
16070 Vault Link
http://plansrv1/bridgemaintvault/b16070 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.85098333 Longitude DD
-98.17131944 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16261 x
-10928381.2905646 y
4143648.76826912 |
|||||||||||||||||||||||||||||||||||||
| 16069 | 1737 1441 X | 16069 | Cotton | U.S. 277 | BAILEY B TP (I-44) UNDER | 1737 1490 X | 25'-101'-25' I-BM SPANS | 1964 | 34.36194444 | -98.40944444 | 151.903 | 39 | — | 3 | 0 | 3 | 36 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.8 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 870 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16260 BRKEY
16069 NBI No.
16069 On Under
1 Structure No.
1737 1441 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 277 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
2.6 MI E SH5 TP #10.33 Sufficiency
77.8 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
870 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
36 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
2.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
45.6 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 Deck Width
39 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.6 HS Inv. Rating Method
3 HS Inv. Method
41.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1392 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1608 Min Measured Clearance
1607 NBI Rating
16069 ODOT County
17 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
25'-101'-25' I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737 1490 X H Index
91.8355 Latitude
34:21:43 Longitude
-98:24:34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 277 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10.33 NBI Text
16069 Vault Link
http://plansrv1/bridgemaintvault/b16069 GIS FO/SD
FO H Inv. Method
41.3 Latitude DD
34.36194444 Longitude DD
-98.40944444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16260 x
-10954889.2443097 y
4077506.48315372 |
|||||||||||||||||||||||||||||||||||||
| 16068 | 1650T0200 X | 16068 | Comanche | CO. RD. 1640C | BAILEY B TP (I-44) UNDER | 1650T0210 X | 33ft.,2-43ft.,33ft. I-BM S | 1964 | 34.47784167 | -98.40931667 | 153.871 | 22.999 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | X | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16259 BRKEY
16068 NBI No.
16068 On Under
1 Structure No.
1650T0200 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 1640C Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
031 Location
T.P.BR.NO.02.35 Sufficiency
82.6 Kind Hwy
4 Level Service
1 Route No.
1640C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 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.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
21.747992 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1602 Min Measured Clearance
1510 NBI Rating
16068 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1650T0210 X H Index
93.2722 Latitude
34:28:40.23 Longitude
-98:24:33.54 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 1640C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.35 NBI Text
16068 Vault Link
http://plansrv1/bridgemaintvault/b16068 GIS FO/SD
FO H Inv. Method
21.5 Latitude DD
34.47784167 Longitude DD
-98.40931667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16259 x
-10954875.0210184 y
4093146.38428312 |
|||||||||||||||||||||||||||||||||||||
| 15969 | 2642T2140 X | 15969 | Grady | BAILEY A TP (I-44) | BITTER CREEK O'FLOW | 2642T2140 X | 3-14ft.X 10ft. X 169ft. RCB, SK 60 RF | 1964 | 35.11908889 | -97.84745 | 50.853 | 171.001 | — | 3 | 30 | 4 | 168.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16253 BRKEY
15969 NBI No.
15969 On Under
1 Structure No.
2642T2140 X Control No.
042 Lane Ind.
Milepoint
21400 Facility Carried
BAILEY A TP (I-44) Feature Intersected
BITTER CREEK O'FLOW Division
07 County
051 Location
T.P.BR NO.18.55 Sufficiency
94.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
168.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
50.853 Deck Width
171.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15969 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft.X 10ft. X 169ft. RCB, SK 60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2140 X H Index
99.34 Latitude
35:07:08.72 Longitude
-97:50:50.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.55 NBI Text
15969 Vault Link
http://plansrv1/bridgemaintvault/b15969 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.11908889 Longitude DD
-97.84745 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16253 x
-10892328.3094203 y
4180076.6483313 |
|||||||||||||||||||||||||||||||||||||
| 15873 | 4403R0111WX | 15873 | McClain | I-44 | S. CANADIAN RIVER | 4403R0111WX | 4(4-100ft. CONT.)2-60ft. | 1963 | 35.3021 | -97.59930556 | 1727.034 | 32.999 | — | 16 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36 | Poor (4) | Critical (2) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 21330 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16247 BRKEY
15873 NBI No.
15873 On Under
1 Structure No.
4403R0111WX Control No.
003 Lane Ind.
W Milepoint
01110 Facility Carried
I-44 Feature Intersected
S. CANADIAN RIVER Division
03 County
087 Location
MC CLAIN&CLEVELAND CL Sufficiency
36 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
21330 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
16 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1727.034 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13000 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15873 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
4(4-100ft. CONT.)2-60ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4403R0111WX H Index
100 Latitude
35:18:07.56 Longitude
-97:35:57.5 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15873 Vault Link
http://plansrv1/bridgemaintvault/b15873 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.3021 Longitude DD
-97.59930556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16247 x
-10864704.9967163 y
4205011.49033938 |
|||||||||||||||||||||||||||||||||||||
| 16160 | 1649 0562EX | 16160 | Comanche | I-44 NB | NS258 &ABAN. UP R.R. UND | 1649 0562EX | 2-60ft.,40ft.,60ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.58221111 | -98.38768333 | 267.06 | 35 | — | 5 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.3 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16246 BRKEY
16160 NBI No.
16160 On Under
1 Structure No.
1649 0562EX Control No.
049 Lane Ind.
E Milepoint
05620 Facility Carried
I-44 NB Feature Intersected
NS258 &ABAN. UP R.R. UND Division
07 County
031 Location
2.2 MI.NE.JCT.US281B Sufficiency
77.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
6.16 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
267.06 Deck Width
35 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
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1706 Min Measured Clearance
1610 NBI Rating
16160 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
2-60ft.,40ft.,60ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0562EX H Index
85.3975 Latitude
34:34:55.96 Longitude
-98:23:15.66 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
117 NBI Text
16160 Vault Link
http://plansrv1/bridgemaintvault/b16160 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.58221111 Longitude DD
-98.38768333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16246 x
-10952466.8086254 y
4107249.25343148 |
|||||||||||||||||||||||||||||||||||||
| 16159 | 3704 0543EX | 16159 | Kingfisher | U.S. 81 | UP R.R. UNDER | 3704 0543EX | 30ft.,44ft.,2-57ft.,42ft.,35 | 1964 | 35.93137222 | -97.91611111 | 265.092 | 32.999 | — | 6 | 60 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.3 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16245 BRKEY
16159 NBI No.
16159 On Under
1 Structure No.
3704 0543EX Control No.
004 Lane Ind.
E Milepoint
05430 Facility Carried
U.S. 81 Feature Intersected
UP R.R. UNDER Division
04 County
073 Location
5.3 MI N JCT SH 33 Sufficiency
53.3 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
6 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
18.583 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
265.092 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2500 Min Measured Clearance
2408 NBI Rating
16159 ODOT County
37 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
1.499 Rt. Curb SW
1.499 Description
30ft.,44ft.,2-57ft.,42ft.,35 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3704 0543EX H Index
63.4222 Latitude
35:55:52.94 Longitude
-97:54:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
024 NBI Text
16159 Vault Link
http://plansrv1/bridgemaintvault/b16159 GIS FO/SD
SD H Inv. Method
23 Latitude DD
35.93137222 Longitude DD
-97.91611111 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16245 x
-10899971.6292228 y
4291182.39957854 |
|||||||||||||||||||||||||||||||||||||
| 16158 | 1651R0030EX | 16158 | Comanche | BAILEY A TP (I-44) | U.S. 62/CRI&P R.R. UNDER | 1651T0000EX | 58ft.,2-77ft.,49ft. I-BM. SPANS SK.65 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.72983056 | -98.39550833 | 263.123 | 73.999 | — | 4 | 25 | 4 | 68.999 | 3 - Steel | 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) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 4750 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
16244 BRKEY
16158 NBI No.
16158 On Under
1 Structure No.
1651R0030EX Control No.
051 Lane Ind.
E Milepoint
00300 Facility Carried
BAILEY A TP (I-44) Feature Intersected
U.S. 62/CRI&P R.R. UNDER Division
07 County
031 Location
1.4 MI N SH49 Sufficiency
96 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
57.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
4750 ADT Year
2007 Design Load
HS 20 Skew
25 No. Main Spans
4 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
3.501 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
263.123 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7600 Future ADT Year
2027 Bypass Detour
0.099997 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1810 Max Measured Clearance
1901 Min Measured Clearance
1901 NBI Rating
16158 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
58ft.,2-77ft.,49ft. I-BM. SPANS SK.65 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0000EX H Index
100 Latitude
34:43:47.39 Longitude
-98:23:43.83 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32-16 NBI Text
16158 Vault Link
http://plansrv1/bridgemaintvault/b16158 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.72983056 Longitude DD
-98.39550833 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16244 x
-10953337.8836409 y
4127226.53900917 |
|||||||||||||||||||||||||||||||||||||
| 16157 | 1737T0436 X | 16157 | Cotton | BAILEY B TP (I-44) | DEEP RED RUN O'FLOW | 1737T0440 X | 5-50ft. I-BM SPANS | 1964 | 34.22789444 | -98.46551389 | 251.969 | 75 | — | 5 | 0 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Excellent (9) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16243 BRKEY
16157 NBI No.
16157 On Under
1 Structure No.
1737T0436 X Control No.
037 Lane Ind.
Milepoint
04360 Facility Carried
BAILEY B TP (I-44) Feature Intersected
DEEP RED RUN O'FLOW Division
07 County
033 Location
T.P.NO.20.43 Sufficiency
92.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
251.969 Deck Width
75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16157 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-50ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0440 X H Index
90.2335 Latitude
34:13:40.42 Longitude
-98:27:55.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.43 NBI Text
16157 Vault Link
http://plansrv1/bridgemaintvault/b16157 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.22789444 Longitude DD
-98.46551389 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16243 x
-10961130.8669328 y
4059443.88467864 |
|||||||||||||||||||||||||||||||||||||
| 16156 | 2642T1220 X | 16156 | Grady | CO. RD. FAU 4020 | BAILEY A TP (I-44) UNDER | 2642T1170 X | 38ft.,2-48ft.,39ft. I-BM S | 1964 | 35.015 | -97.94861111 | 175.853 | 28.999 | — | 4 | 28 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | W | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16242 BRKEY
16156 NBI No.
16156 On Under
1 Structure No.
2642T1220 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. FAU 4020 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO 28.11 Sufficiency
89.4 Kind Hwy
5 Level Service
1 Route No.
04020 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1964 ADT Total
200 ADT Year
2022 Design Load
H 20 Skew
28 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
175.853 Deck Width
28.999 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
90.4 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
320 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1703 Min Measured Clearance
1609 NBI Rating
16156 ODOT County
26 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
38ft.,2-48ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1170 X H Index
88.6957 Latitude
35:00:54 Longitude
-97:56:55 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. FAU 4020 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.11 NBI Text
16156 Vault Link
http://plansrv1/bridgemaintvault/b16156 GIS FO/SD
FO H Inv. Method
40.2 Latitude DD
35.015 Longitude DD
-97.94861111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16242 x
-10903589.5126736 y
4165919.77103155 |
|||||||||||||||||||||||||||||||||||||
| 16067 | 4042 0755 X | 16067 | Le Flore | S.H. 83 | COWSKIN CREEK | 4042 0726 X | (3) 50ft. PC BEAM | 1964 | 34.99550833 | -94.5083 | 152.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16241 BRKEY
16067 NBI No.
16067 On Under
1 Structure No.
4042 0755 X Control No.
042 Lane Ind.
Milepoint
07550 Facility Carried
S.H. 83 Feature Intersected
COWSKIN CREEK Division
02 County
079 Location
7.55 E JCT US-59 Sufficiency
71 Kind Hwy
3 Level Service
1 Route No.
00083 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
820 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
1312 Future ADT Year
2042 Bypass Detour
39.767756 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
16067 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4042 0726 X H Index
87.3277 Latitude
34:59:43.83 Longitude
-94:30:29.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 83 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
163 NBI Text
16067 Vault Link
http://plansrv1/bridgemaintvault/b16067 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.99550833 Longitude DD
-94.5083 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16241 x
-10520615.8317379 y
4163270.76080477 |
|||||||||||||||||||||||||||||||||||||
| 16066 | 1737T1748 X | 16066 | Cotton | CO. RD. E1800 | BAILEY B TP (I-44) UNDER | 1737T1800 X | 33ft.,2-43ft.,33ft. I-BM S | 1964 | 34.40550278 | -98.40923333 | 153.871 | 22.999 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | X | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16240 BRKEY
16066 NBI No.
16066 On Under
1 Structure No.
1737T1748 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1800 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T.P. BR.NO.07.34 Sufficiency
80 Kind Hwy
4 Level Service
1 Route No.
1736C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 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
1601 Max Measured Clearance
1605 Min Measured Clearance
1602 NBI Rating
16066 ODOT County
17 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1800 X H Index
91.7393 Latitude
34:24:19.81 Longitude
-98:24:33.24 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1800 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.34 NBI Text
16066 Vault Link
http://plansrv1/bridgemaintvault/b16066 GIS FO/SD
FO H Inv. Method
20 Latitude DD
34.40550278 Longitude DD
-98.40923333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16240 x
-10954865.743652 y
4083381.9774699 |