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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 14288 | 0725 0398 X | 14288 | Bryan | S.H. 22 | MCCLELLAN CREEK | 0725 0398 X | (3) 10ft. X 10ft. X 70ft. RCB | 1959 | 34.14266667 | -96.38971944 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13692 BRKEY
14288 NBI No.
14288 On Under
1 Structure No.
0725 0398 X Control No.
025 Lane Ind.
Milepoint
03980 Facility Carried
S.H. 22 Feature Intersected
MCCLELLAN CREEK Division
02 County
013 Location
3.98 E JOHNSTON C/L Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00022 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
1959 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
14.912909 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
14288 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 70ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0725 0398 X H Index
99.537 Latitude
34:08:33.6 Longitude
-96:23:22.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
087 NBI Text
14288 Vault Link
http://plansrv1/bridgemaintvault/b14288 GIS FO/SD
Meets Standards H Inv. Method
88.46 Latitude DD
34.14266667 Longitude DD
-96.38971944 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13692 x
-10730054.4857673 y
4047974.79919556 |
|||||||||||||||||||||||||||||||||||||
| 14287 | 6028 0362 X | 14287 | Payne | S.H. 108 | CREEK | 6028 0362 X | 3-10ft.X 10ft.X 54ft. R.C.BOX | 1959 | 36.16956667 | -96.92574167 | 32.119 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13691 BRKEY
14287 NBI No.
14287 On Under
1 Structure No.
6028 0362 X Control No.
028 Lane Ind.
Milepoint
03620 Facility Carried
S.H. 108 Feature Intersected
CREEK Division
04 County
119 Location
3.7 MI N JCT SH 51 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00108 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 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
1959 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
90 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14287 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 54ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6028 0362 X H Index
98.0358 Latitude
36:10:10.44 Longitude
-96:55:32.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 108 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14287 Vault Link
http://plansrv1/bridgemaintvault/b14287 GIS FO/SD
Meets Standards H Inv. Method
50 Latitude DD
36.16956667 Longitude DD
-96.92574167 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13691 x
-10789724.2074648 y
4323978.63886094 |
|||||||||||||||||||||||||||||||||||||
| 14203 | 5515R1195EX | 14203 | Oklahoma | I-35 NB | DEEP FORK CR-SERVICE RD | 5515 1195 X | (CONT.62ft.,75ft.,60ft.),2-39ft.,59ft.,48ft.,58ft.,60ft.,55ft.,56ft. I-BM. SPANS SK. VARIES | 1958 | 35.533167 | -97.459722 | 612.48 | 53.999 | — | 11 | 50 | 3 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.3 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34800 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13690 BRKEY
14203 NBI No.
14203 On Under
1 Structure No.
5515R1195EX Control No.
015 Lane Ind.
E Milepoint
11950 Facility Carried
I-35 NB Feature Intersected
DEEP FORK CR-SERVICE RD Division
04 County
109 Location
4.6 MI N OF E JCT-I40 Sufficiency
42.3 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
52.001 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
1958 ADT Total
34800 ADT Year
2017 Design Load
HS 20 Skew
50 No. Main Spans
11 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
3.497 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
612.48 Deck Width
53.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.256 HS Inv. Rating Method
1 HS Inv. Method
47.62 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
55680 Future ADT Year
2037 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
2109 Min Measured Clearance
2006 NBI Rating
14203 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(CONT.62ft.,75ft.,60ft.),2-39ft.,59ft.,48ft.,58ft.,60ft.,55ft.,56ft. I-BM. SPANS SK. VARIES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1195 X H Index
82.7519 Latitude
35:31:59.4 Longitude
-97:27:35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 N.B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14203 Vault Link
http://plansrv1/bridgemaintvault/b14203 GIS FO/SD
FOSD H Inv. Method
33.069 Latitude DD
35.533167 Longitude DD
-97.459722 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13690 x
-10849166.625894 y
4236574.54620611 |
|||||||||||||||||||||||||||||||||||||
| 14200 | 5420R0162 X | 14200 | Okfuskee | S.H. 84 | N. CANADIAN RIVER | 5420 0162 X | (4-100ft. CONT.) I-BM. SPANS | 1958 | 35.31331389 | -96.03448333 | 502.953 | 27.999 | — | 4 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.2 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 690 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13687 BRKEY
14200 NBI No.
14200 On Under
1 Structure No.
5420R0162 X Control No.
020 Lane Ind.
Milepoint
01620 Facility Carried
S.H. 84 Feature Intersected
N. CANADIAN RIVER Division
03 County
107 Location
1.7 MI N HUGHES CO Sufficiency
39.2 Kind Hwy
3 Level Service
1 Route No.
00084 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1958 ADT Total
690 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
502.953 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.706 HS Inv. Rating Method
1 HS Inv. Method
30.424 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2036 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14200 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4-100ft. CONT.) I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5420 0162 X H Index
81.2692 Latitude
35:18:47.93 Longitude
-96:02:04.14 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 84 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14200 Vault Link
http://plansrv1/bridgemaintvault/b14200 GIS FO/SD
SD H Inv. Method
20.283 Latitude DD
35.31331389 Longitude DD
-96.03448333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13687 x
-10690509.7828907 y
4206541.18760636 |
|||||||||||||||||||||||||||||||||||||
| 14199 | 5704 1944 X | 14199 | Osage | U.S. 60 | BIRD CREEK | 5704 1944 X | (80ft.-100ft.-80ft. CONT.) | 1958 | 36.66413333 | -96.34747778 | 461 | 63 | — | 4 | 0 | 4 | 53 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13686 BRKEY
14199 NBI No.
14199 On Under
1 Structure No.
5704 1944 X Control No.
004 Lane Ind.
Milepoint
19440 Facility Carried
U.S. 60 Feature Intersected
BIRD CREEK Division
08 County
113 Location
WEST EDGE OF PAWHUSKA Sufficiency
80.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53 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
1958 ADT Total
4000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
53 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
53 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
461 Deck Width
63 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
29.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14199 ODOT County
57 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
4 Rt. Curb SW
4 Description
(80ft.-100ft.-80ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 1944 X H Index
77.9979 Latitude
36:39:50.88 Longitude
-96:20:50.92 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14199 Vault Link
http://plansrv1/bridgemaintvault/b14199 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
36.66413333 Longitude DD
-96.34747778 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13686 x
-10725352.1656858 y
4392394.13413281 |
|||||||||||||||||||||||||||||||||||||
| 14111 | 7217R0134WX | 14111 | Tulsa | U.S. 75 | NORTH DUCK CREEK | 7217 0134WX | 35ft.-50ft.-35ft. I-BM. SPANS | 1958 | 35.87655833 | -96.01558889 | 121.063 | 31.001 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.2 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10450 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
13684 BRKEY
14111 NBI No.
14111 On Under
1 Structure No.
7217R0134WX Control No.
017 Lane Ind.
W Milepoint
01340 Facility Carried
U.S. 75 Feature Intersected
NORTH DUCK CREEK Division
08 County
143 Location
1.4 MI N C/L Sufficiency
29.2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
10450 ADT Year
2015 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.273 HS Inv. Rating Method
1 HS Inv. Method
29.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16720 Future ADT Year
2035 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14111 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-50ft.-35ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0134WX H Index
83.5445 Latitude
35:52:35.61 Longitude
-96:00:56.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14111 Vault Link
http://plansrv1/bridgemaintvault/b14111 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
35.87655833 Longitude DD
-96.01558889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13684 x
-10688406.4634511 y
4283649.25533844 |
|||||||||||||||||||||||||||||||||||||
| 14110 | 5515 0917 X | 14110 | Oklahoma | TEXAS TURN AROUND | I-35 UNDER (N.BRIDGE UND | 5515 0917 X | 2-62ft. CONC. RIGID FRAME SPANS W/ 4ft. SIDEWALK & 1.5ft. SAFETY CURB | 1958 | 35.49361111 | -97.46527778 | 123.999 | 37.5 | — | 2 | 99 | 1 | 18.638 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13683 BRKEY
14110 NBI No.
14110 On Under
1 Structure No.
5515 0917 X Control No.
Lane Ind.
Milepoint
Facility Carried
TEXAS TURN AROUND Feature Intersected
I-35 UNDER (N.BRIDGE UND Division
04 County
109 Location
1.8 MI N OF E JCT I40 Sufficiency
76 Kind Hwy
5 Level Service
1 Route No.
09520 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
18.638 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
2 Road Width
18.638 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.599 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
123.999 Deck Width
37.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 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
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1809 Min Measured Clearance
1805 NBI Rating
14110 ODOT County
55 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
2-62ft. CONC. RIGID FRAME SPANS W/ 4ft. SIDEWALK & 1.5ft. SAFETY CURB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0917 X H Index
81.3071 Latitude
35:29:37 Longitude
-97:27:55 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
23RD SB TURN AROUND TO NB I-35 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14110 Vault Link
http://plansrv1/bridgemaintvault/b14110 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.49361111 Longitude DD
-97.46527778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13683 x
-10849785.0924946 y
4231164.90123379 |
|||||||||||||||||||||||||||||||||||||
| 14109 | 6636R0299NX | 14109 | Rogers | I-44 | S.H. 167 UNDER | 6636 0299NX | 33ft.-46ft.-33ft.CONC RGDF | 1958 | 36.16278056 | -95.76188889 | 113.845 | 32.152 | — | 3 | 0 | 2 | 26.903 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Closed (K) | 32.2 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13682 BRKEY
14109 NBI No.
14109 On Under
1 Structure No.
6636R0299NX Control No.
036 Lane Ind.
N Milepoint
02990 Facility Carried
I-44 Feature Intersected
S.H. 167 UNDER Division
08 County
131 Location
TULSA - ROGERS C/L Sufficiency
32.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.998 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
1958 ADT Total
34300 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
113.845 Deck Width
32.152 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
54880 Future ADT Year
2028 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1602 Min Measured Clearance
1508 NBI Rating
14109 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-46ft.-33ft.CONC RGDF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0299NX H Index
79.247 Latitude
36:09:46.01 Longitude
-95:45:42.8 I257A
_ I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14109 Vault Link
http://plansrv1/bridgemaintvault/b14109 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.16278056 Longitude DD
-95.76188889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13682 x
-10660164.7086368 y
4323042.90490171 |
|||||||||||||||||||||||||||||||||||||
| 14108 | 6636R0299SX | 14108 | Rogers | I-44 | S.H. 167 UNDER | 6636 0299SX | 33ft.-46ft.-33ft.CONC RGD | 1958 | 36.16252222 | -95.76188056 | 113.845 | 32.152 | — | 3 | 0 | 2 | 26.903 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.2 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13681 BRKEY
14108 NBI No.
14108 On Under
1 Structure No.
6636R0299SX Control No.
036 Lane Ind.
S Milepoint
02990 Facility Carried
I-44 Feature Intersected
S.H. 167 UNDER Division
08 County
131 Location
TULSA - ROGER C/L Sufficiency
32.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.998 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
1958 ADT Total
34300 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
113.845 Deck Width
32.152 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
54880 Future ADT Year
2028 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1601 Min Measured Clearance
1508 NBI Rating
14108 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-46ft.-33ft.CONC RGD Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0299SX H Index
48.3113 Latitude
36:09:45.08 Longitude
-95:45:42.77 I257A
_ I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14108 Vault Link
http://plansrv1/bridgemaintvault/b14108 GIS FO/SD
SD H Inv. Method
16.204 Latitude DD
36.16252222 Longitude DD
-95.76188056 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13681 x
-10660163.7813455 y
4323007.2841044 |
|||||||||||||||||||||||||||||||||||||
| 14107 | 5610 0345 X | 14107 | Okmulgee | BNSF R.R. | U.S. 75A UNDER | 5610 0345 X | RAILROAD: 30ft. - 49ft. - 30ft. PLATE GIRDER SK 22° | 1958 | 35.74059722 | -96.06708333 | 111.9 | 33.599 | — | 3 | 22 | 2 | 28.701 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | H | 4100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
13680 BRKEY
14107 NBI No.
14107 On Under
2 Structure No.
5610 0345 X Control No.
010 Lane Ind.
Milepoint
03450 Facility Carried
BNSF R.R. Feature Intersected
U.S. 75A UNDER Division
01 County
111 Location
3.45 W JCT US-75 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
44.701 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
4100 ADT Year
2022 Design Load
Railroad Skew
22 No. Main Spans
3 Road Width
28.701 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.701 Span Type Main
M Material
1 - Concrete Design
01 Length
111.9 Deck Width
33.599 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
5 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
6560 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
1505 Max Measured Clearance
1511 Min Measured Clearance
1508 NBI Rating
14107 ODOT County
56 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
RAILROAD: 30ft. - 49ft. - 30ft. PLATE GIRDER SK 22° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5610 0345 X H Index
59.4928 Latitude
35:44:26.15 Longitude
-96:04:01.5 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 75A UNDER Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10-0345 NBI Text
14107 Vault Link
http://plansrv1/bridgemaintvault/b14107 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.74059722 Longitude DD
-96.06708333 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13680 x
-10694138.7982906 y
4264986.40417788 |
|||||||||||||||||||||||||||||||||||||
| 14106 | 6630R0170 X | 14106 | Rogers | CO. RD. (EW 58.0) | WILL ROGERS TP I-44 UND | 6630T0170 X | 33ft.,3-49ft., I-BM SPANS | 1958 | 36.17698889 | -95.73965833 | 181.102 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 58.1 | 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) | Y | 5000 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13679 BRKEY
14106 NBI No.
14106 On Under
1 Structure No.
6630R0170 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. (EW 58.0) Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
1.27 M. NE OF T.P.GATE Sufficiency
58.1 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2011 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
5.6 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
21.699 Bridge Open Closed
K 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
0 Waterway Adequacy
N Approach Alignment
5 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
8000 Future ADT Year
2031 Bypass Detour
8.077825 School Bus Rte.
- Posted Weight
CLOSED Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1506 Max Measured Clearance
1611 Min Measured Clearance
1506 NBI Rating
14106 ODOT County
66 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.,3-49ft., I-BM SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0170 X H Index
83.1023 Latitude
36:10:37.16 Longitude
-95:44:22.77 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. (EW58.0) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.27 NBI Text
14106 Vault Link
http://plansrv1/bridgemaintvault/b14106 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.17698889 Longitude DD
-95.73965833 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13679 x
-10657690.0140176 y
4325002.17854745 |
|||||||||||||||||||||||||||||||||||||
| 14280 | 3826 0148 X | 14280 | Kiowa | S.H. 54 | CREEK | 3826 0148 X | 3-10ft. X 6ft. X 38ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1959 | 34.65423333 | -98.861175 | 38.058 | 40 | — | 3 | 30 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13672 BRKEY
14280 NBI No.
14280 On Under
1 Structure No.
3826 0148 X Control No.
026 Lane Ind.
Milepoint
01480 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
1.4 MI N U.S. 62 Sufficiency
93.3 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
40 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
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46.41 HS Inv. Rating Method
1 HS Inv. Method
27.84 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
13.048795 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
14280 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 38ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 0148 X H Index
94.39 Latitude
34:39:15.24 Longitude
-98:51:40.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14280 Vault Link
http://plansrv1/bridgemaintvault/b14280 GIS FO/SD
Meets Standards H Inv. Method
15.44 Latitude DD
34.65423333 Longitude DD
-98.861175 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13672 x
-11005175.6602247 y
4116991.54889586 |
|||||||||||||||||||||||||||||||||||||
| 14197 | 0812 0120 X | 14197 | Caddo | U.S. 281 | WASHITA RIVER O'FLOW | 0812 0120 X | 11-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1958 | 35.08986944 | -98.243625 | 440.945 | 31.001 | — | 11 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.9 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13666 BRKEY
14197 NBI No.
14197 On Under
1 Structure No.
0812 0120 X Control No.
012 Lane Ind.
Milepoint
01200 Facility Carried
U.S. 281 Feature Intersected
WASHITA RIVER O'FLOW Division
07 County
015 Location
1.2 N US62 ANADARKO Sufficiency
55.9 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
11 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
28.031 Span Type Main
M Material
3 - Steel Design
02 Length
440.945 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14197 ODOT County
08 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
11-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0812 0120 X H Index
88.4282 Latitude
35:05:23.53 Longitude
-98:14:37.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21 NBI Text
14197 Vault Link
http://plansrv1/bridgemaintvault/b14197 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.08986944 Longitude DD
-98.243625 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13666 x
-10936430.3086853 y
4176100.75855336 |
|||||||||||||||||||||||||||||||||||||
| 14196 | 6630T0320 X | 14196 | Rogers | WILL ROGERS TPI-44 | VERDIGRIS RIVER O'FLOW | 6630T0320 X | 8-50ft. I-BM SPANS | 1958 | 36.19703889 | -95.71550278 | 402.887 | 77.001 | — | 8 | 0 | 4 | 73.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | 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) | Y | 26200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13665 BRKEY
14196 NBI No.
14196 On Under
1 Structure No.
6630T0320 X Control No.
030 Lane Ind.
Milepoint
03200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
3.8MI NE OF T P GATE Sufficiency
90.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
73.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
26200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
73.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
79.905 Span Type Main
M Material
3 - Steel Design
02 Length
402.887 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.8 HS Inv. Rating Method
1 HS Inv. Method
61.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41920 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14196 ODOT County
66 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
8-50ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0320 X H Index
90.2283 Latitude
36:11:49.34 Longitude
-95:42:55.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.80 NBI Text
14196 Vault Link
http://plansrv1/bridgemaintvault/b14196 GIS FO/SD
Meets Standards H Inv. Method
47.2 Latitude DD
36.19703889 Longitude DD
-95.71550278 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13665 x
-10655001.0304918 y
4327767.6004097 |
|||||||||||||||||||||||||||||||||||||
| 14194 | 0812 0079 X | 14194 | Caddo | U.S. 281 | WASHITA RIVER | 0812 0079 X | (80ft.-100ft.-80ft. CONT.)2-60ft. I-BM. SPANS | 1958 | 35.084017 | -98.243633 | 382.874 | 31.001 | — | 5 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.6 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13663 BRKEY
14194 NBI No.
14194 On Under
1 Structure No.
0812 0079 X Control No.
012 Lane Ind.
Milepoint
00790 Facility Carried
U.S. 281 Feature Intersected
WASHITA RIVER Division
07 County
015 Location
0.8 N US62 ANADARKO Sufficiency
52.6 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
5800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 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
28.031 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
382.874 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14194 ODOT County
08 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
(80ft.-100ft.-80ft. CONT.)2-60ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0812 0079 X H Index
83.3751 Latitude
35:05:02.46 Longitude
-98:14:37.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
14194 Vault Link
http://plansrv1/bridgemaintvault/b14194 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.084017 Longitude DD
-98.243633 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13663 x
-10936431.1992412 y
4175304.58846536 |
|||||||||||||||||||||||||||||||||||||
| 14193 | 7278R1368 X | 14193 | Tulsa | ADMIRAL PL. | I-44 UNDER | 7278R1368 X | 60ft.(112ft.-142ft. CONT.) PLATE GIRDER 65ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 28 DEG. 25ft.32ft. | 1958 | 36.16333333 | -95.80833333 | 384.843 | 35 | — | 2 | 28 | 4 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2300 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13662 BRKEY
14193 NBI No.
14193 On Under
2 Structure No.
7278R1368 X Control No.
078 Lane Ind.
Milepoint
13680 Facility Carried
ADMIRAL PL. Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.3 MI E JCT US 169 Sufficiency
51 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
62.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
2300 ADT Year
1999 Design Load
H 20 Skew
28 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
384.843 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
26000 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14193 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft.(112ft.-142ft. CONT.) PLATE GIRDER 65ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 28 DEG. 25ft.32ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R1368 X H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14193 Vault Link
http://plansrv1/bridgemaintvault/b14193 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13662 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 14192 | 7278R1366 X | 14192 | Tulsa | CITY ST. | I-44 UNDER | 7278R1366 X | 2-169ft. STEEL GIRDER SPANS SK. 28 DEG. 25ft.32ft. | 1992 | 35.31666667 | -95.55972222 | 450.131 | 62.001 | — | 2 | 28 | -1 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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 | 16 - Minor Arterial (Urban) | A | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
13661 BRKEY
14192 NBI No.
14192 On Under
1 Structure No.
7278R1366 X Control No.
Lane Ind.
Milepoint
Facility Carried
CITY ST. Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.3 MI E JCT US 169 Sufficiency
100 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
62.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1992 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15 Deck Structure Type
1 No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
450.131 Deck Width
62.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
N Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
-2 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14192 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
2-169ft. STEEL GIRDER SPANS SK. 28 DEG. 25ft.32ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R1366 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
CITY ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14192 Vault Link
http://plansrv1/bridgemaintvault/b14192 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13661 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 14104 | 5509 1312WX | 14104 | Oklahoma | I-35 SB | WATERLOO RD. UNDER | 5509 1337WX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1958 | 35.724892 | -97.416444 | 102.001 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | 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 | 24050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13659 BRKEY
14104 NBI No.
14104 On Under
1 Structure No.
5509 1312WX Control No.
009 Lane Ind.
W Milepoint
13120 Facility Carried
I-35 SB Feature Intersected
WATERLOO RD. UNDER Division
04 County
109 Location
OKLA/LOGAN CO LINE Sufficiency
83.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
24050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.497 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38480 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1400 Max Measured Clearance
1404 Min Measured Clearance
1403 NBI Rating
14104 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1337WX H Index
83.8532 Latitude
35:43:29.61 Longitude
-97:24:59.2 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14104 Vault Link
http://plansrv1/bridgemaintvault/b14104 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.724892 Longitude DD
-97.416444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13659 x
-10844348.9409714 y
4262832.66556349 |
|||||||||||||||||||||||||||||||||||||
| 14103 | 5509 1312EX | 14103 | Oklahoma | I-35 NB | WATERLOO RD. UNDER | 5509 1337EX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1958 | 35.724892 | -97.416083 | 102.001 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13658 BRKEY
14103 NBI No.
14103 On Under
1 Structure No.
5509 1312EX Control No.
009 Lane Ind.
E Milepoint
13120 Facility Carried
I-35 NB Feature Intersected
WATERLOO RD. UNDER Division
04 County
109 Location
OKLA/LOGAN CO LINE Sufficiency
83.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
21050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.497 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1311 Max Measured Clearance
1507 Min Measured Clearance
1505 NBI Rating
14103 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1337EX H Index
73.9494 Latitude
35:43:29.61 Longitude
-97:24:57.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14103 Vault Link
http://plansrv1/bridgemaintvault/b14103 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.724892 Longitude DD
-97.416083 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13658 x
-10844308.7546353 y
4262832.66556349 |
|||||||||||||||||||||||||||||||||||||
| 14102 | 2002 0547SX | 14102 | Custer | I-40 EB | HAGGARD ROAD UNDER | 2002 0547SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1958 | 35.47986111 | -99.05122222 | 102.034 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13657 BRKEY
14102 NBI No.
14102 On Under
1 Structure No.
2002 0547SX Control No.
002 Lane Ind.
S Milepoint
05470 Facility Carried
I-40 EB Feature Intersected
HAGGARD ROAD UNDER Division
05 County
039 Location
5.5 MI NE WASHITA C/L Sufficiency
90.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
9550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
7.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.7 HS Inv. Rating Method
1 HS Inv. Method
33.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15280 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1502 Min Measured Clearance
1404 NBI Rating
14102 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0547SX H Index
84.4694 Latitude
35:28:47.5 Longitude
-99:03:04.4 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14102 Vault Link
http://plansrv1/bridgemaintvault/b14102 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
35.47986111 Longitude DD
-99.05122222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13657 x
-11026331.6199818 y
4229285.08159566 |
|||||||||||||||||||||||||||||||||||||
| 14101 | 2002 0547NX | 14101 | Custer | I-40 WB | HAGGARD ROAD UNDER | 2002 0547NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1958 | 35.48015833 | -99.05122222 | 102.034 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13656 BRKEY
14101 NBI No.
14101 On Under
1 Structure No.
2002 0547NX Control No.
002 Lane Ind.
N Milepoint
05470 Facility Carried
I-40 WB Feature Intersected
HAGGARD ROAD UNDER Division
05 County
039 Location
5.5 MI NE WASHITA C/L Sufficiency
95.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.9 Underclearance Left
7.3 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.7 HS Inv. Rating Method
1 HS Inv. Method
33.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1503 Min Measured Clearance
1404 NBI Rating
14101 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0547NX H Index
86.0388 Latitude
35:28:48.57 Longitude
-99:03:04.4 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14101 Vault Link
http://plansrv1/bridgemaintvault/b14101 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
35.48015833 Longitude DD
-99.05122222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13656 x
-11026331.6199818 y
4229325.71237633 |
|||||||||||||||||||||||||||||||||||||
| 14100 | 2002 0176SX | 14100 | Custer | I-40 EB | STAFFORD RD. UNDER | 2002 0176SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1958 | 35.47887778 | -99.11665278 | 102.034 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13655 BRKEY
14100 NBI No.
14100 On Under
1 Structure No.
2002 0176SX Control No.
002 Lane Ind.
S Milepoint
01760 Facility Carried
I-40 EB Feature Intersected
STAFFORD RD. UNDER Division
05 County
039 Location
1.8 MI NE WASHITA C/L Sufficiency
87.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
9650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.602 Underclearance Left
7.602 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15440 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1504 Min Measured Clearance
1304 NBI Rating
14100 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0176SX H Index
80.9627 Latitude
35:28:43.96 Longitude
-99:06:59.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14100 Vault Link
http://plansrv1/bridgemaintvault/b14100 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.47887778 Longitude DD
-99.11665278 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13655 x
-11033615.3166033 y
4229150.65878654 |
|||||||||||||||||||||||||||||||||||||
| 14298 | 4405 2051 X | 14298 | McClain | I-35 | CREEK | 4405 2051 X | 3-10ft.X 10ft.X 108ft. RDY | 1959 | 35.125019 | -97.450494 | 34.121 | 38 | — | 3 | 0 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | 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 | 36300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13648 BRKEY
14298 NBI No.
14298 On Under
1 Structure No.
4405 2051 X Control No.
005 Lane Ind.
Milepoint
20510 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
087 Location
5.2 MI S CLEV. C/L Sufficiency
66 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
36300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
38 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
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
68.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
58080 Future ADT Year
2042 Bypass Detour
19.883878 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
14298 ODOT County
44 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
3-10ft.X 10ft.X 108ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 2051 X H Index
97.1743 Latitude
35:07:30.07 Longitude
-97:27:01.78 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14298 Vault Link
http://plansrv1/bridgemaintvault/b14298 GIS FO/SD
FO H Inv. Method
38.8 Latitude DD
35.125019 Longitude DD
-97.450494 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13648 x
-10848139.369633 y
4180883.73228047 |
|||||||||||||||||||||||||||||||||||||
| 14297 | 7718 1954 X | 14297 | Woodward | S.H. 50 | CREEK | 7718 1954 X | 3-10X12X 274ft. RCB | 1959 | 36.700736 | -99.153247 | 35.105 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 910 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13647 BRKEY
14297 NBI No.
14297 On Under
1 Structure No.
7718 1954 X Control No.
018 Lane Ind.
Milepoint
19540 Facility Carried
S.H. 50 Feature Intersected
CREEK Division
06 County
153 Location
4.2 MI S WOODS C/L Sufficiency
84.3 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
910 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
58 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
35.105 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1456 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14297 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X12X 274ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7718 1954 X H Index
88.0979 Latitude
36:42:02.65 Longitude
-99:09:11.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 50 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14297 Vault Link
http://plansrv1/bridgemaintvault/b14297 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
36.700736 Longitude DD
-99.153247 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13647 x
-11037688.9665397 y
4397474.93207303 |
|||||||||||||||||||||||||||||||||||||
| 14296 | 3826 1594 X | 14296 | Kiowa | S.H. 54 | CREEK | 3826 1594 X | 3-10ft. X 8ft. X 32ft. RDY. R.C.B. | 1959 | 34.86263333 | -98.86667222 | 33.136 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | 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 | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13646 BRKEY
14296 NBI No.
14296 On Under
1 Structure No.
3826 1594 X Control No.
026 Lane Ind.
Milepoint
15940 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
15.9 MI N U.S. 62 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
410 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.36 HS Inv. Rating Method
1 HS Inv. Method
40.345 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2042 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14296 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 32ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 1594 X H Index
93.6425 Latitude
34:51:45.48 Longitude
-98:52:00.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14296 Vault Link
http://plansrv1/bridgemaintvault/b14296 GIS FO/SD
Meets Standards H Inv. Method
22.377 Latitude DD
34.86263333 Longitude DD
-98.86667222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13646 x
-11005787.6079559 y
4145229.19603231 |
|||||||||||||||||||||||||||||||||||||
| 14295 | 0812 0941 X | 14295 | Caddo | U.S. 281 | CREEK | 0812 0941 X | 3-10ft.X 6ft.X 77ft. R.C.B | 1959 | 35.20582222 | -98.26134167 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13645 BRKEY
14295 NBI No.
14295 On Under
1 Structure No.
0812 0941 X Control No.
012 Lane Ind.
Milepoint
09410 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
9.4 N US62 ANADARKO Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.2 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14295 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 77ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0812 0941 X H Index
100 Latitude
35:12:20.96 Longitude
-98:15:40.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26 NBI Text
14295 Vault Link
http://plansrv1/bridgemaintvault/b14295 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.20582222 Longitude DD
-98.26134167 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13645 x
-10938402.5193683 y
4191886.85860388 |
|||||||||||||||||||||||||||||||||||||
| 14294 | 5515 0783 X | 14294 | Oklahoma | I-35 | CREEK | 5515 0783 X | 3-10ft.X 6ft.X 140ft. R.C.BOX SK 30 DEG. | 1959 | 35.47394722 | -97.46591389 | 38.11 | 0 | — | 3 | 30 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 54.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 73300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13644 BRKEY
14294 NBI No.
14294 On Under
1 Structure No.
5515 0783 X Control No.
015 Lane Ind.
Milepoint
07830 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
109 Location
0.4 MI N OF E JCT I40 Sufficiency
54.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.497 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
1959 ADT Total
73300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
10 Appr. Roadway Width
135.997 Span Type Main
M Material
1 - Concrete Design
19 Length
38.11 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.707 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
117280 Future ADT Year
2042 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14294 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 140ft. R.C.BOX SK 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0783 X H Index
99.8234 Latitude
35:28:26.21 Longitude
-97:27:57.29 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15783 NBI Text
14294 Vault Link
http://plansrv1/bridgemaintvault/b14294 GIS FO/SD
Meets Standards H Inv. Method
15.432 Latitude DD
35.47394722 Longitude DD
-97.46591389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13644 x
-10849855.9039358 y
4228476.66801203 |
|||||||||||||||||||||||||||||||||||||
| 14293 | 2002 0717 X | 14293 | Custer | I-40 | CREEK | 2002 0717 X | 3-10ft.X10ft.X213ft. RDY. R.C.B. | 1959 | 35.48137778 | -99.02119444 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13643 BRKEY
14293 NBI No.
14293 On Under
1 Structure No.
2002 0717 X Control No.
002 Lane Ind.
Milepoint
07170 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
039 Location
7.2 MI NE WASHITA C/L Sufficiency
77.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
19100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
11 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
96.66 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30560 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14293 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X213ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0717 X H Index
96.37 Latitude
35:28:52.96 Longitude
-99:01:16.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14293 Vault Link
http://plansrv1/bridgemaintvault/b14293 GIS FO/SD
Meets Standards H Inv. Method
78.46 Latitude DD
35.48137778 Longitude DD
-99.02119444 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13643 x
-11022988.9428025 y
4229492.41607364 |
|||||||||||||||||||||||||||||||||||||
| 14191 | 1035 0376 X | 14191 | Carter | S.H. 142 | BNSF R.R. UNDER | 1035 0376 X | Two 50-foot, two 60-foot, three 5-foot I-Beam spans | 1958 | 34.19325556 | -97.10824167 | 371.063 | 31.001 | — | 7 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.8 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13642 BRKEY
14191 NBI No.
14191 On Under
1 Structure No.
1035 0376 X Control No.
035 Lane Ind.
Milepoint
03760 Facility Carried
S.H. 142 Feature Intersected
BNSF R.R. UNDER Division
07 County
019 Location
3.8 MI E JCT I-35 Sufficiency
56.8 Kind Hwy
3 Level Service
1 Route No.
00142 Service Type On
1 Service Type Off
2 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
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
4900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
27.999 Ref. Underclearance Rt.
R Underclearance Right
9.301 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
371.063 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
3.728227 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
2206 Min Measured Clearance
N NBI Rating
14191 ODOT County
10 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
Two 50-foot, two 60-foot, three 5-foot I-Beam spans Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1035 0376 X H Index
75.1715 Latitude
34:11:35.72 Longitude
-97:06:29.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 142 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
018 NBI Text
14191 Vault Link
http://plansrv1/bridgemaintvault/b14191 GIS FO/SD
Meets Standards H Inv. Method
18.3 Latitude DD
34.19325556 Longitude DD
-97.10824167 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13642 x
-10810040.0145345 y
4054781.13898159 |
|||||||||||||||||||||||||||||||||||||
| 14190 | 5507 0820 XR | 14190 | Oklahoma | I-44 RMP E-S LINCO | LINCOLN RAMP S-W UNDER | 5507 0820 XR | 36ft.-40ft.-76ft.-94ft.-45ft.-45ft. I-BM. SPANS ON A CURVE | 1958 | 35.529278 | -97.504319 | 357.001 | 26.001 | — | 6 | 50 | 1 | 23.698 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13641 BRKEY
14190 NBI No.
14190 On Under
1 Structure No.
5507 0820 XR Control No.
Lane Ind.
Milepoint
Facility Carried
I-44 RMP E-S LINCO Feature Intersected
LINCOLN RAMP S-W UNDER Division
04 County
109 Location
.25E JCT I-235 & I-44 Sufficiency
94.7 Kind Hwy
2 Level Service
7 Route No.
00044 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.698 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
50 No. Main Spans
6 Road Width
23.698 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
9.4 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
23.698 Span Type Main
M Material
3 - Steel Design
02 Length
357.001 Deck Width
26.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
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
16000 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1808 Min Measured Clearance
1607 NBI Rating
14190 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-40ft.-76ft.-94ft.-45ft.-45ft. I-BM. SPANS ON A CURVE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0820 XR H Index
82.6083 Latitude
35:31:45.4 Longitude
-97:30:15.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 OFF-RAMP TO US77 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
14190 Vault Link
http://plansrv1/bridgemaintvault/b14190 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.529278 Longitude DD
-97.504319 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13641 x
-10854131.1412249 y
4236042.57022007 |
|||||||||||||||||||||||||||||||||||||
| 14189 | 5420 0137 X | 14189 | Okfuskee | S.H. 84 | N. CANADIAN RIVER O'FLOW | 5420 0137 X | 8-40ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1958 | 35.30974444 | -96.03448333 | 320.866 | 30.84 | — | 8 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13640 BRKEY
14189 NBI No.
14189 On Under
1 Structure No.
5420 0137 X Control No.
020 Lane Ind.
Milepoint
01370 Facility Carried
S.H. 84 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
107 Location
1.4 MI N HUGHES CO Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00084 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 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
1958 ADT Total
690 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
320.866 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
24.854848 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
14189 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-40ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5420 0137 X H Index
99.3064 Latitude
35:18:35.08 Longitude
-96:02:04.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 84 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14189 Vault Link
http://plansrv1/bridgemaintvault/b14189 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.30974444 Longitude DD
-96.03448333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13640 x
-10690509.7828907 y
4206054.25257352 |
|||||||||||||||||||||||||||||||||||||
| 14099 | 6636R0116NX | 14099 | Rogers | I-44 | 163 E. AVE. UNDER | 6636 0116NX | 30ft.-40ft.-30ft. IBM SPAN | 1958 | 36.16267222 | -95.79461944 | 101.05 | 27.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 57.4 | Fair (5) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13637 BRKEY
14099 NBI No.
14099 On Under
1 Structure No.
6636R0116NX Control No.
036 Lane Ind.
N Milepoint
01160 Facility Carried
I-44 Feature Intersected
163 E. AVE. UNDER Division
08 County
131 Location
1.8 MI E JCT I-244 Sufficiency
57.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
34300 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
99.9 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
101.05 Deck Width
27.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 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
54880 Future ADT Year
2028 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1602 Min Measured Clearance
1600 NBI Rating
14099 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. IBM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0116NX H Index
76.2452 Latitude
36:09:45.62 Longitude
-95:47:40.63 I257A
_ I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14099 Vault Link
http://plansrv1/bridgemaintvault/b14099 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.16267222 Longitude DD
-95.79461944 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13637 x
-10663808.2567962 y
4323027.96659997 |
|||||||||||||||||||||||||||||||||||||
| 14098 | 6636R0116SX | 14098 | Rogers | I-44 | 163 E. AVE. UNDER | 6636 0116SX | 30ft.-40ft.-30ft. IBM SPA | 1958 | 36.16237222 | -95.79461944 | 101.05 | 27.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 44.1 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13636 BRKEY
14098 NBI No.
14098 On Under
1 Structure No.
6636R0116SX Control No.
036 Lane Ind.
S Milepoint
01160 Facility Carried
I-44 Feature Intersected
163 E. AVE. UNDER Division
08 County
131 Location
1.8 MI E JCT I-244 Sufficiency
44.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
34300 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
99.9 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
101.05 Deck Width
27.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.792 HS Inv. Rating Method
1 HS Inv. Method
49.053 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
54880 Future ADT Year
2028 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1710 Min Measured Clearance
1707 NBI Rating
14098 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. IBM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0116SX H Index
76.4307 Latitude
36:09:44.54 Longitude
-95:47:40.63 I257A
_ I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14098 Vault Link
http://plansrv1/bridgemaintvault/b14098 GIS FO/SD
SD H Inv. Method
30.865 Latitude DD
36.16237222 Longitude DD
-95.79461944 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13636 x
-10663808.2567962 y
4322986.60164842 |
|||||||||||||||||||||||||||||||||||||
| 14097 | 3818 0088 X | 14097 | Kiowa | S.H. 44 | ALTUS LAKE CANAL | 3818 0088 X | 2-43ft., 2-11ft. REINF. CONC. GIRDER SPANS, SK. 30 DEG. L.F. | 1958 | 34.87180833 | -99.30296667 | 107.94 | 31.001 | — | 4 | 30 | 2 | 26.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.6 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13635 BRKEY
14097 NBI No.
14097 On Under
1 Structure No.
3818 0088 X Control No.
018 Lane Ind.
Milepoint
00880 Facility Carried
S.H. 44 Feature Intersected
ALTUS LAKE CANAL Division
05 County
075 Location
0.9 MI. NE GREER C/L Sufficiency
69.6 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
1200 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
1 - Concrete Design
02 Length
107.94 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
14097 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-43ft., 2-11ft. REINF. CONC. GIRDER SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3818 0088 X H Index
84.0196 Latitude
34:52:18.51 Longitude
-99:18:10.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14097 Vault Link
http://plansrv1/bridgemaintvault/b14097 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.87180833 Longitude DD
-99.30296667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13635 x
-11054355.6839658 y
4146474.0252656 |
|||||||||||||||||||||||||||||||||||||
| 14186 | 0714 2278 X | 14186 | Bryan | S.H. 70E | BLUE RIVER | 0714 2278 X | 92ft. - 115ft. - 92ft. CONTINUOUS I-BEAM | 1958 | 33.89148889 | -96.02526667 | 300 | 31 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.5 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 240 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13619 BRKEY
14186 NBI No.
14186 On Under
1 Structure No.
0714 2278 X Control No.
014 Lane Ind.
Milepoint
22780 Facility Carried
S.H. 70E Feature Intersected
BLUE RIVER Division
02 County
013 Location
22.78 E JCT SH-78 Sufficiency
84.5 Kind Hwy
3 Level Service
1 Route No.
0070E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
240 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
300 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
384 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14186 ODOT County
07 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
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
92ft. - 115ft. - 92ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0714 2278 X H Index
88.2169 Latitude
33:53:29.36 Longitude
-96:01:30.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 70E Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
065 NBI Text
14186 Vault Link
http://plansrv1/bridgemaintvault/b14186 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
33.89148889 Longitude DD
-96.02526667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13619 x
-10689483.7889927 y
4014240.92497892 |
|||||||||||||||||||||||||||||||||||||
| 14185 | 5507 0819 XR | 14185 | Oklahoma | LINCOLN BV RMP S-W | I-44 UNDER/ I-44 RMP OVR | 5507 0820 X | 41ft.-(81ft.-98ft. CONT) - 20ft.-51ft. I-BM. SPANS ON A CURVE | 1958 | 35.529425 | -97.50394167 | 293.999 | 30.499 | — | 5 | 47 | 1 | 23.698 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 21800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13618 BRKEY
14185 NBI No.
14185 On Under
1 Structure No.
5507 0819 XR Control No.
Lane Ind.
Milepoint
Facility Carried
LINCOLN BV RMP S-W Feature Intersected
I-44 UNDER/ I-44 RMP OVR Division
04 County
109 Location
.25E JCT I-235 & I-44 Sufficiency
93 Kind Hwy
2 Level Service
7 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.698 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
21800 ADT Year
2022 Design Load
HS 20 Skew
47 No. Main Spans
5 Road Width
23.698 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
9.4 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
293.999 Deck Width
30.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
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
34880 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1808 Min Measured Clearance
1609 NBI Rating
14185 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-(81ft.-98ft. CONT) - 20ft.-51ft. I-BM. SPANS ON A CURVE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0820 X H Index
77.233 Latitude
35:31:45.93 Longitude
-97:30:14.19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
14185 Vault Link
http://plansrv1/bridgemaintvault/b14185 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.529425 Longitude DD
-97.50394167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13618 x
-10854089.1370414 y
4236062.67786893 |
|||||||||||||||||||||||||||||||||||||
| 14184 | 7278 1228EX | 14184 | Tulsa | I-44 EB | 11TH ST. UNDER | 7278 1228EX | 2-100ft. PCB SPANS | 1992 | 36.14779444 | -95.84785833 | 200.131 | 58.071 | — | 2 | 49 | 3 | 55.118 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13617 BRKEY
14184 NBI No.
14184 On Under
1 Structure No.
7278 1228EX Control No.
078 Lane Ind.
E Milepoint
12280 Facility Carried
I-44 EB Feature Intersected
11TH ST. UNDER Division
08 County
143 Location
.9 MI E JCT US 169 Sufficiency
97.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.8 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
1992 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
49 No. Main Spans
2 Road Width
55.118 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.6 HS Inv. Rating Method
1 HS Inv. Method
44.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1700 Min Measured Clearance
1608 NBI Rating
14184 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1228EX H Index
98.3529 Latitude
36:08:52.06 Longitude
-95:50:52.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
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
-1 NBI Text
14184 Vault Link
http://plansrv1/bridgemaintvault/b14184 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
36.14779444 Longitude DD
-95.84785833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13617 x
-10669734.7829214 y
4320976.76179575 |
|||||||||||||||||||||||||||||||||||||
| 14183 | 7278 1228WX | 14183 | Tulsa | I-44 WB | 11TH ST. UNDER | 7278 1228WX | 2-100ft. PCB SPANS | 1992 | 36.14779722 | -95.84845 | 200.131 | 58.071 | — | 2 | 49 | 3 | 55.118 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13616 BRKEY
14183 NBI No.
14183 On Under
1 Structure No.
7278 1228WX Control No.
078 Lane Ind.
W Milepoint
12280 Facility Carried
I-44 WB Feature Intersected
11TH ST. UNDER Division
08 County
143 Location
.9 MI E JCT US 169 Sufficiency
97.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.79 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
1992 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
49 No. Main Spans
2 Road Width
55.118 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
13.123 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
54 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.6 HS Inv. Rating Method
1 HS Inv. Method
44.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1708 Min Measured Clearance
1702 NBI Rating
14183 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1228WX H Index
98.2603 Latitude
36:08:52.07 Longitude
-95:50:54.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
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
-1 NBI Text
14183 Vault Link
http://plansrv1/bridgemaintvault/b14183 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
36.14779722 Longitude DD
-95.84845 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13616 x
-10669800.6473245 y
4320977.14503899 |
|||||||||||||||||||||||||||||||||||||
| 14182 | 5704 1919 X | 14182 | Osage | U.S. 60 | CLEAR CREEK | 5704 1919 X | 92ft.-115ft.-92ft. CONT. I-BM. SPANS WITH 2-3ft. SIDEWALKS | 1958 | 36.66507222 | -96.351525 | 261 | 63 | — | 3 | 30 | 2 | 53 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13615 BRKEY
14182 NBI No.
14182 On Under
1 Structure No.
5704 1919 X Control No.
004 Lane Ind.
Milepoint
19190 Facility Carried
U.S. 60 Feature Intersected
CLEAR CREEK Division
08 County
113 Location
WEST EDGE OF PAWHUSKA Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53 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
1958 ADT Total
3600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
53 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
55 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
261 Deck Width
63 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14182 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
4 Rt. Curb SW
4 Description
92ft.-115ft.-92ft. CONT. I-BM. SPANS WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 1919 X H Index
61.7973 Latitude
36:39:54.26 Longitude
-96:21:05.49 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14182 Vault Link
http://plansrv1/bridgemaintvault/b14182 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
36.66507222 Longitude DD
-96.351525 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13615 x
-10725802.7001554 y
4392524.43076924 |
|||||||||||||||||||||||||||||||||||||
| 14091 | 0554 0178 X | 14091 | Beckham | I-40 BUS. | SHORT CREEK | 0554 0178 X | (13ft.-17ft.-17ft.-13ft.)X12ft.X83ft. RDY. RCB, SK. 30 DEG. R.F. | 1958 | 35.287836 | -99.639817 | 75.131 | 85 | — | 4 | 30 | 4 | 83.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13612 BRKEY
14091 NBI No.
14091 On Under
1 Structure No.
0554 0178 X Control No.
054 Lane Ind.
Milepoint
01780 Facility Carried
I-40 BUS. Feature Intersected
SHORT CREEK Division
05 County
009 Location
1.8 MI. N. JCT. U.S. 283 Sufficiency
85.4 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
83.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
64.003 Span Type Main
M Material
1 - Concrete Design
19 Length
75.131 Deck Width
85 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
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.5 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14091 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-17ft.-13ft.)X12ft.X83ft. RDY. RCB, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0554 0178 X H Index
97.69 Latitude
35:17:16.21 Longitude
-99:38:23.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
W NBI Text
14091 Vault Link
http://plansrv1/bridgemaintvault/b14091 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
35.287836 Longitude DD
-99.639817 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13612 x
-11091853.691175 y
4203066.0309982 |
|||||||||||||||||||||||||||||||||||||
| 14088 | 7502 1166 X | 14088 | Washita | I-40 | SAND CREEK | 7502 1166 X | (13ft.-17ft.-17ft.-13ft.)X15ft.X209ft. RDY. R.C.B. | 1958 | 35.44503889 | -99.16711111 | 64.961 | 211.001 | — | 4 | 0 | 4 | 209.003 | 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 | 17500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13609 BRKEY
14088 NBI No.
14088 On Under
1 Structure No.
7502 1166 X Control No.
002 Lane Ind.
Milepoint
11660 Facility Carried
I-40 Feature Intersected
SAND CREEK Division
05 County
149 Location
0.2 MI. E. JCT. SH-44 Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
17500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
209.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
96.001 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 Deck Width
211.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 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
28000 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14088 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-17ft.-13ft.)X15ft.X209ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 1166 X H Index
93.04 Latitude
35:26:42.14 Longitude
-99:10:01.6 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14088 Vault Link
http://plansrv1/bridgemaintvault/b14088 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.44503889 Longitude DD
-99.16711111 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13609 x
-11039232.3122052 y
4224525.8288771 |
|||||||||||||||||||||||||||||||||||||
| 13995 | 2606 2190 X | 13995 | Grady | U.S. 81 | CREEK | 2606 2190 X | 2-10ft. X 10ft. X 116ft. R.C.BOX | 1958 | 34.98953611 | -97.94120278 | 25.899 | 0 | — | 2 | 60 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13606 BRKEY
13995 NBI No.
13995 On Under
1 Structure No.
2606 2190 X Control No.
006 Lane Ind.
Milepoint
21900 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
051 Location
0.6 MI W SH19 Sufficiency
79.1 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
60 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
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.899 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
66.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13995 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 116ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 2190 X H Index
96.706 Latitude
34:59:22.33 Longitude
-97:56:28.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31-26 NBI Text
13995 Vault Link
http://plansrv1/bridgemaintvault/b13995 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
34.98953611 Longitude DD
-97.94120278 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13606 x
-10902764.8211503 y
4162459.23411629 |
|||||||||||||||||||||||||||||||||||||
| 13994 | 0714 2047 X | 13994 | Bryan | S.H. 70E | RICE CREEK | 0714 2047 X | (2) 10ft. X 10ft. X 49ft. RCB | 1958 | 33.88856111 | -96.06303889 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | 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 | 360 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13605 BRKEY
13994 NBI No.
13994 On Under
1 Structure No.
0714 2047 X Control No.
014 Lane Ind.
Milepoint
20470 Facility Carried
S.H. 70E Feature Intersected
RICE CREEK Division
02 County
013 Location
20.47 E JCT SH-78 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
0070E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1958 ADT Total
360 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
2 Fill RCB
5 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
61.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
576 Future ADT Year
2042 Bypass Detour
24.854848 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
13994 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 49ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0714 2047 X H Index
99.3654 Latitude
33:53:18.82 Longitude
-96:03:46.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 70E Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
13994 Vault Link
http://plansrv1/bridgemaintvault/b13994 GIS FO/SD
Meets Standards H Inv. Method
34.2 Latitude DD
33.88856111 Longitude DD
-96.06303889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13605 x
-10693688.5732892 y
4013848.30324857 |
|||||||||||||||||||||||||||||||||||||
| 13993 | 4516 1470 X | 13993 | McCurtain | U.S. 259 | LITTLE CEDAR CREEK | 4516 1470 X | (2) 10ft. X 10ft. X 94ft. LONG RCB SK 30° | 1958 | 34.23043333 | -94.77895556 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13604 BRKEY
13993 NBI No.
13993 On Under
1 Structure No.
4516 1470 X Control No.
016 Lane Ind.
Milepoint
14700 Facility Carried
U.S. 259 Feature Intersected
LITTLE CEDAR CREEK Division
02 County
089 Location
14.5 N JCT US-70 Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
92.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
14 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.74 HS Inv. Rating Method
1 HS Inv. Method
32.84 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
49.709695 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
13993 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 94ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 1470 X H Index
100 Latitude
34:13:49.56 Longitude
-94:46:44.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54 NBI Text
13993 Vault Link
http://plansrv1/bridgemaintvault/b13993 GIS FO/SD
Meets Standards H Inv. Method
18.24 Latitude DD
34.23043333 Longitude DD
-94.77895556 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13604 x
-10550745.0708575 y
4059785.72051416 |
|||||||||||||||||||||||||||||||||||||
| 13992 | 6630T1340 X | 13992 | Rogers | WILL ROGERS TPI-44 | CREEK | 6630T1340 X | 2-12ft.X 6ft. X142ft. RC BOX SK30 RF | 1958 | 36.30526111 | -95.58148889 | 28.871 | 143.999 | — | 2 | 30 | 4 | 142.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | 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) | Y | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13603 BRKEY
13992 NBI No.
13992 On Under
1 Structure No.
6630T1340 X Control No.
030 Lane Ind.
Milepoint
13400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
131 Location
13.95 MI.NE OF TP GATE Sufficiency
94.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
142.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
143.999 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
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
9 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
37600 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13992 ODOT County
66 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
2-12ft.X 6ft. X142ft. RC BOX SK30 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1340 X H Index
98.68 Latitude
36:18:18.94 Longitude
-95:34:53.36 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.95 NBI Text
13992 Vault Link
http://plansrv1/bridgemaintvault/b13992 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.30526111 Longitude DD
-95.58148889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13603 x
-10640082.6724977 y
4342706.53530827 |
|||||||||||||||||||||||||||||||||||||
| 14181 | 6630T1230 X | 14181 | Rogers | WILL ROGERS TPI-44 | DOG CREEK | 6630T1230 X | 41ft.,3-60ft.,41ft. I-BM S | 1958 | 36.29652778 | -95.60151944 | 263.123 | 77.001 | — | 5 | 15 | 4 | 73.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | Satisfactory (6) | 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) | Y | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13596 BRKEY
14181 NBI No.
14181 On Under
1 Structure No.
6630T1230 X Control No.
030 Lane Ind.
Milepoint
12300 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
DOG CREEK Division
08 County
131 Location
12.8 MI NE OF TP GATE Sufficiency
90.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
5 Road Width
73.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
263.123 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N 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
90.8 HS Inv. Rating Method
1 HS Inv. Method
54.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14181 ODOT County
66 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
41ft.,3-60ft.,41ft. I-BM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1230 X H Index
85.1253 Latitude
36:17:47.5 Longitude
-95:36:05.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
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
12.77 NBI Text
14181 Vault Link
http://plansrv1/bridgemaintvault/b14181 GIS FO/SD
Meets Standards H Inv. Method
38.5 Latitude DD
36.29652778 Longitude DD
-95.60151944 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13596 x
-10642312.463124 y
4341500.22325711 |
|||||||||||||||||||||||||||||||||||||
| 14180 | 4043 0451 X | 14180 | Le Flore | U.S. 259 | CUCUMBER CREEK | 4043 0451 X | 80ft. - 100ft. - 80ft. CONTINUOUS I-BEAM | 1958 | 34.566089 | -94.707039 | 261 | 31 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13595 BRKEY
14180 NBI No.
14180 On Under
1 Structure No.
4043 0451 X Control No.
043 Lane Ind.
Milepoint
04510 Facility Carried
U.S. 259 Feature Intersected
CUCUMBER CREEK Division
02 County
079 Location
4.51 N MCCURTAIN C/L Sufficiency
64 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1958 ADT Total
980 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
34 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
261 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 Future ADT Year
2042 Bypass Detour
61 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
14180 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
80ft. - 100ft. - 80ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 0451 X H Index
92.9753 Latitude
34:33:57.92 Longitude
-94:42:25.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
167 NBI Text
14180 Vault Link
http://plansrv1/bridgemaintvault/b14180 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.566089 Longitude DD
-94.707039 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13595 x
-10542739.3560187 y
4105069.60625521 |
|||||||||||||||||||||||||||||||||||||
| 14177 | 5515R1261SXR | 14177 | Oklahoma | I-35 RAMP S-W | I-44 W-N UNDER | 5507 1059SX | 50ft.,2-55ft.,2-45ft. I-BM. SPANS | 1958 | 35.53914722 | -97.46288611 | 251.001 | 28.999 | — | 5 | 0 | 1 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13592 BRKEY
14177 NBI No.
14177 On Under
1 Structure No.
5515R1261SXR Control No.
015 Lane Ind.
S Milepoint
12610 Facility Carried
I-35 RAMP S-W Feature Intersected
I-44 W-N UNDER Division
04 County
109 Location
10.86 MI N OF JCT Sufficiency
77.9 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 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
1958 ADT Total
29900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
6.332 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
251.001 Deck Width
28.999 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
8 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.8 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47840 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1710 Min Measured Clearance
1702 NBI Rating
14177 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,2-55ft.,2-45ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
5507 1059SX H Index
86.9915 Latitude
35:32:20.93 Longitude
-97:27:46.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 RAMP S-W Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
14177 Vault Link
http://plansrv1/bridgemaintvault/b14177 GIS FO/SD
FO H Inv. Method
26.2 Latitude DD
35.53914722 Longitude DD
-97.46288611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13592 x
-10849518.853008 y
4237392.63032012 |
|||||||||||||||||||||||||||||||||||||
| 14087 | 3419 0634 X | 14087 | Jefferson | S.H. 89 | COTTONWOOD CREEK | 3419 0634 X | (10.25ft., 3 - 12.5ft., 10.25ft.) X 7ft. X 30ft. RCB | 1958 | 34.26228056 | -97.59751111 | 63.976 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13591 BRKEY
14087 NBI No.
14087 On Under
1 Structure No.
3419 0634 X Control No.
019 Lane Ind.
Milepoint
06340 Facility Carried
S.H. 89 Feature Intersected
COTTONWOOD CREEK Division
07 County
067 Location
6.5 MI N JCT US70 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00089 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.999 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 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
1472 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
14087 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft., 3 - 12.5ft., 10.25ft.) X 7ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3419 0634 X H Index
91.7617 Latitude
34:15:44.21 Longitude
-97:35:51.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 89 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
056 NBI Text
14087 Vault Link
http://plansrv1/bridgemaintvault/b14087 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.26228056 Longitude DD
-97.59751111 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13591 x
-10864505.2394561 y
4064074.50349452 |
|||||||||||||||||||||||||||||||||||||
| 14086 | 4445 0513 X | 14086 | McClain | S.H. 76 | CREEK | 4445 0513 X | 13-17-13X11X64RDYRCB | 1958 | 35.20896944 | -97.65307778 | 65.945 | 66.001 | — | 3 | 45 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75 | 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 | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13590 BRKEY
14086 NBI No.
14086 On Under
1 Structure No.
4445 0513 X Control No.
045 Lane Ind.
Milepoint
05130 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
03 County
087 Location
5.0 MI.N. JCT. US62 Sufficiency
75 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65.945 Deck Width
66.001 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8320 Future ADT Year
2042 Bypass Detour
11.806053 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
14086 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13-17-13X11X64RDYRCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4445 0513 X H Index
97.03 Latitude
35:12:32.29 Longitude
-97:39:11.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14086 Vault Link
http://plansrv1/bridgemaintvault/b14086 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.20896944 Longitude DD
-97.65307778 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13590 x
-10870690.8928655 y
4192315.64282071 |