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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 15151 | 5233 1998 X | 15151 | Noble | CO. RD. E0390 | I-35 UNDER | 5233 1998 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.44890833 | -97.32726389 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.2 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15601 BRKEY
15151 NBI No.
15151 On Under
1 Structure No.
5233 1998 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0390 Feature Intersected
I-35 UNDER Division
04 County
103 Location
3.4 MI N JCT US 412 Sufficiency
67.2 Kind Hwy
4 Level Service
1 Route No.
E0390 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.6 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1611 Min Measured Clearance
1608 NBI Rating
15151 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1998 X H Index
92.7688 Latitude
36:26:56.07 Longitude
-97:19:38.15 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0390 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15151 Vault Link
http://plansrv1/bridgemaintvault/b15151 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.44890833 Longitude DD
-97.32726389 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15601 x
-10834421.4565374 y
4362567.57996376 |
|||||||||||||||||||||||||||||||||||||
| 15150 | 5233 1701 X | 15150 | Noble | CO. RD. E0420 | I-35 UNDER | 5233 1701 X | 30ft.-55-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.40576667 | -97.32737222 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15600 BRKEY
15150 NBI No.
15150 On Under
1 Structure No.
5233 1701 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0420 Feature Intersected
I-35 UNDER Division
04 County
103 Location
0.4 MI N JCT US 412 Sufficiency
78.2 Kind Hwy
4 Level Service
1 Route No.
E0420 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.501 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
15150 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1701 X H Index
89.0879 Latitude
36:24:20.76 Longitude
-97:19:38.54 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E042 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15150 Vault Link
http://plansrv1/bridgemaintvault/b15150 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.40576667 Longitude DD
-97.32737222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15600 x
-10834433.5157778 y
4356598.84421724 |
|||||||||||||||||||||||||||||||||||||
| 15342 | 7281R0668WX | 15342 | Tulsa | U.S. 169 | E 56TH N ST. UNDER | 7281 0668WX | 31ft.-52ft.-52ft.-31ft. CONT | 1961 | 36.234825 | -95.84856667 | 166.995 | 32.999 | — | 4 | 9 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.8 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28600 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15593 BRKEY
15342 NBI No.
15342 On Under
1 Structure No.
7281R0668WX Control No.
081 Lane Ind.
W Milepoint
06680 Facility Carried
U.S. 169 Feature Intersected
E 56TH N ST. UNDER Division
08 County
143 Location
6.7 MI N JCT I-44 Sufficiency
52.8 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
28600 ADT Year
2014 Design Load
H 20 Skew
9 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
166.995 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.888 HS Inv. Rating Method
1 HS Inv. Method
25.133 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
45760 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
1411 Max Measured Clearance
1505 Min Measured Clearance
1503 NBI Rating
15342 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft.-52ft.-52ft.-31ft. CONT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0668WX H Index
89.5799 Latitude
36:14:05.37 Longitude
-95:50:54.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15342 Vault Link
http://plansrv1/bridgemaintvault/b15342 GIS FO/SD
Meets Standards H Inv. Method
15.653 Latitude DD
36.234825 Longitude DD
-95.84856667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15593 x
-10669813.6349695 y
4332981.22367932 |
|||||||||||||||||||||||||||||||||||||
| 15341 | 5542R0501EX | 15341 | Oklahoma | I-235 NB | DEEP FORK CREEK | 5542 0501 X | 55ft.-50ft.-55ft. I-BM. SPANS | 1961 | 35.527211 | -97.514289 | 161.332 | 46.001 | — | 3 | 0 | 3 | 43.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 43900 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15592 BRKEY
15341 NBI No.
15341 On Under
1 Structure No.
5542R0501EX Control No.
042 Lane Ind.
E Milepoint
05010 Facility Carried
I-235 NB Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
5.0 MI N OF I-40 Sufficiency
65 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
43900 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
3 - Steel Design
02 Length
161.332 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.51 HS Inv. Rating Method
1 HS Inv. Method
32.64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
70240 Future ADT Year
2038 Bypass Detour
0.1 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
15341 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-50ft.-55ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0501 X H Index
87.3632 Latitude
35:31:37.96 Longitude
-97:30:51.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-235 NB Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15341 Vault Link
http://plansrv1/bridgemaintvault/b15341 GIS FO/SD
FO H Inv. Method
25.57 Latitude DD
35.527211 Longitude DD
-97.514289 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15592 x
-10855240.9965481 y
4235759.83595615 |
|||||||||||||||||||||||||||||||||||||
| 15340 | 5568 0481 X | 15340 | Oklahoma | TOWN CENTER DR. | I-40 UNDER | 5568 0481 X | 55ft.-68ft.-38ft. CONT. CONC. SLAB SPAN WITH 1.5ft. SAFETY CURB AND 5ft. SIDEWALK | 1961 | 35.43411111 | -97.39724444 | 163.999 | 44.501 | — | 3 | 0 | 3 | 36.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15591 BRKEY
15340 NBI No.
15340 On Under
1 Structure No.
5568 0481 X Control No.
Lane Ind.
Milepoint
Facility Carried
TOWN CENTER DR. Feature Intersected
I-40 UNDER Division
04 County
109 Location
4.9 MI E OF JCT I35 Sufficiency
81.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1961 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
21.499 Underclearance Left
7.198 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
163.999 Deck Width
44.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 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
1510 Max Measured Clearance
1900 Min Measured Clearance
1601 NBI Rating
15340 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.
9 DK Surf. Type
3 Lft. Curb SW
1.499 Rt. Curb SW
5 Description
55ft.-68ft.-38ft. CONT. CONC. SLAB SPAN WITH 1.5ft. SAFETY CURB AND 5ft. SIDEWALK Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0481 X H Index
95.7572 Latitude
35:26:02.8 Longitude
-97:23:50.08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
TOWN CENTER DR. (N.B.) Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15340 Vault Link
http://plansrv1/bridgemaintvault/b15340 GIS FO/SD
FO H Inv. Method
25.4 Latitude DD
35.43411111 Longitude DD
-97.39724444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15591 x
-10842211.6557288 y
4223032.72236825 |
|||||||||||||||||||||||||||||||||||||
| 15339 | 5568 0480 X | 15339 | Oklahoma | TOWN CENTER DR. | I-40 UNDER | 5568 0480 X | 55ft.-68ft.-38ft. CONT. CONC. SLAB SPANS 1.5ft. SAFETY CURB AND 5ft. SIDEWALK | 1961 | 35.43411111 | -97.39743333 | 163.999 | 44.501 | — | 3 | 0 | 3 | 36.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15590 BRKEY
15339 NBI No.
15339 On Under
1 Structure No.
5568 0480 X Control No.
Lane Ind.
Milepoint
Facility Carried
TOWN CENTER DR. Feature Intersected
I-40 UNDER Division
04 County
109 Location
4.9 MI E OF JCT I35 Sufficiency
82.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1961 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
21.499 Underclearance Left
7.198 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
163.999 Deck Width
44.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 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
800 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1806 Min Measured Clearance
1601 NBI Rating
15339 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.
9 DK Surf. Type
3 Lft. Curb SW
5 Rt. Curb SW
1.499 Description
55ft.-68ft.-38ft. CONT. CONC. SLAB SPANS 1.5ft. SAFETY CURB AND 5ft. SIDEWALK Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0480 X H Index
96.2579 Latitude
35:26:02.8 Longitude
-97:23:50.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
F AVENUE S.B. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15339 Vault Link
http://plansrv1/bridgemaintvault/b15339 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.43411111 Longitude DD
-97.39743333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15590 x
-10842232.6828674 y
4223032.72236825 |
|||||||||||||||||||||||||||||||||||||
| 15337 | 6323 0579 SX | 15337 | Pottawatomie | S.H. 18 | U.S. 270 UNDER | 6323 0579 X | 30ft.,2-52.5ft.,30ft. I-BM | 1961 | 35.321406 | -96.943514 | 166.01 | 40.682 | — | 4 | 0 | 2 | 37.73 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.1 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 2550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15588 BRKEY
15337 NBI No.
15337 On Under
1 Structure No.
6323 0579 SX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 18 Feature Intersected
U.S. 270 UNDER Division
03 County
125 Location
3.5 MI S JCT SH 3 Sufficiency
86.1 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1961 ADT Total
2550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
37.73 Ref. Underclearance Rt.
H Underclearance Right
13.123 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
166.01 Deck Width
40.682 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15337 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,2-52.5ft.,30ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0579 X H Index
95.3244 Latitude
35:19:17.06 Longitude
-96:56:36.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 18 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
15337 Vault Link
http://plansrv1/bridgemaintvault/b15337 GIS FO/SD
Meets Standards H Inv. Method
25.1 Latitude DD
35.321406 Longitude DD
-96.943514 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15588 x
-10791702.6141906 y
4207645.17167527 |
|||||||||||||||||||||||||||||||||||||
| 15237 | 2228 1698 X | 15237 | Dewey | S.H. 47 | CREEK | 2228 1698 X | 2-10ft.X10ft.X49ft. RDY. R.C.B. | 1961 | 35.82678056 | -99.06313056 | 22.966 | 51.001 | — | 2 | 0 | 2 | 49.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15582 BRKEY
15237 NBI No.
15237 On Under
1 Structure No.
2228 1698 X Control No.
028 Lane Ind.
Milepoint
16980 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
17.7 MI E JCT S.H. 34 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
49.003 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
1961 ADT Total
390 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
49.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
51.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 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
624 Future ADT Year
2042 Bypass Detour
52.19518 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
15237 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X49ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 1698 X H Index
92.74 Latitude
35:49:36.41 Longitude
-99:03:47.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15237 Vault Link
http://plansrv1/bridgemaintvault/b15237 GIS FO/SD
Meets Standards H Inv. Method
18.24 Latitude DD
35.82678056 Longitude DD
-99.06313056 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15582 x
-11027657.2503268 y
4276812.74647512 |
|||||||||||||||||||||||||||||||||||||
| 15149 | 3625 1601 X | 15149 | Kay | CO. RD. E0130 | I-35 UNDER | 3625 1601 X | 31ft.-56ft.-56ft.-31ft. CONT. CONC. SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1960 | 36.8258 | -97.343325 | 176.837 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15581 BRKEY
15149 NBI No.
15149 On Under
1 Structure No.
3625 1601 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0130 Feature Intersected
I-35 UNDER Division
04 County
071 Location
1 MI N JCT SH 11 Sufficiency
88.1 Kind Hwy
4 Level Service
1 Route No.
E0130 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.001 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
176.837 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
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
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1606 Min Measured Clearance
1602 NBI Rating
15149 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
31ft.-56ft.-56ft.-31ft. CONT. CONC. SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1601 X H Index
78.0492 Latitude
36:49:32.88 Longitude
-97:20:35.97 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0130 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15149 Vault Link
http://plansrv1/bridgemaintvault/b15149 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.8258 Longitude DD
-97.343325 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15581 x
-10836209.3711241 y
4414853.28914641 |
|||||||||||||||||||||||||||||||||||||
| 15148 | 5233 1500 X | 15148 | Noble | CO. RD. E0440 | I-35 UNDER | 5233 1500 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.37665833 | -97.32733333 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15580 BRKEY
15148 NBI No.
15148 On Under
1 Structure No.
5233 1500 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0440 Feature Intersected
I-35 UNDER Division
04 County
103 Location
1.6 MI S JCT US 412 Sufficiency
83.7 Kind Hwy
4 Level Service
1 Route No.
E0440 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
19.199 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.701 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
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
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1703 Min Measured Clearance
1609 NBI Rating
15148 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1500 X H Index
90.0679 Latitude
36:22:35.97 Longitude
-97:19:38.4 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0440 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15148 Vault Link
http://plansrv1/bridgemaintvault/b15148 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.37665833 Longitude DD
-97.32733333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15580 x
-10834429.1865628 y
4352573.51894995 |
|||||||||||||||||||||||||||||||||||||
| 15147 | 3625 1399 X | 15147 | Kay | CO. RD. E0150 | I-35 UNDER | 3625 1399 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1960 | 36.79676111 | -97.34498333 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 34.4 | Failed (0) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15579 BRKEY
15147 NBI No.
15147 On Under
1 Structure No.
3625 1399 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0150 Feature Intersected
I-35 UNDER Division
04 County
071 Location
1 MI S SH 11 Sufficiency
34.4 Kind Hwy
4 Level Service
1 Route No.
01500 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.498 Underclearance Left
19.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.499 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 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
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
6 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
162 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1605 Min Measured Clearance
1602 NBI Rating
15147 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1399 X H Index
75.6721 Latitude
36:47:48.34 Longitude
-97:20:41.94 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0150 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15147 Vault Link
http://plansrv1/bridgemaintvault/b15147 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.79676111 Longitude DD
-97.34498333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15579 x
-10836393.9755753 y
4410815.64195139 |
|||||||||||||||||||||||||||||||||||||
| 15146 | 3625 1299 X | 15146 | Kay | CO. RD. E0160 | I-35 UNDER | 3625 1299 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.78225833 | -97.34627222 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15578 BRKEY
15146 NBI No.
15146 On Under
1 Structure No.
3625 1299 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0160 Feature Intersected
I-35 UNDER Division
04 County
071 Location
13 MI N NOBLE C/L Sufficiency
86.7 Kind Hwy
4 Level Service
1 Route No.
E0160 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.001 Underclearance Left
19.029 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
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
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1602 Min Measured Clearance
1511 NBI Rating
15146 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1299 X H Index
87.7722 Latitude
36:46:56.13 Longitude
-97:20:46.58 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0160 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15146 Vault Link
http://plansrv1/bridgemaintvault/b15146 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.78225833 Longitude DD
-97.34627222 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15578 x
-10836537.4541538 y
4408799.70866642 |
|||||||||||||||||||||||||||||||||||||
| 15145 | 3625 1199 X | 15145 | Kay | CO. RD. E0170 | I-35 UNDER | 3625 1199 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.7678 | -97.34623056 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 39 | Failed (0) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15577 BRKEY
15145 NBI No.
15145 On Under
1 Structure No.
3625 1199 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0170 Feature Intersected
I-35 UNDER Division
04 County
071 Location
12 MI N NOBLE C/L Sufficiency
39 Kind Hwy
4 Level Service
1 Route No.
E0170 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.001 Underclearance Left
18.599 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
6 Underclearance
4 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
80 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1602 Min Measured Clearance
1601 NBI Rating
15145 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1199 X H Index
83.0409 Latitude
36:46:04.08 Longitude
-97:20:46.43 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0170 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15145 Vault Link
http://plansrv1/bridgemaintvault/b15145 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.7678 Longitude DD
-97.34623056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15577 x
-10836532.8165838 y
4406790.33377591 |
|||||||||||||||||||||||||||||||||||||
| 15144 | 0848 0800 X | 15144 | Caddo | NS 253 CO. RD. | I-40 UNDER | 0848 0800 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS | 1960 | 35.529189 | -98.482633 | 174.869 | 29.003 | — | 4 | 0 | 2 | 24.003 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Satisfactory (6) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15576 BRKEY
15144 NBI No.
15144 On Under
1 Structure No.
0848 0800 X Control No.
Lane Ind.
Milepoint
Facility Carried
NS 253 CO. RD. Feature Intersected
I-40 UNDER Division
05 County
015 Location
5.0 MI E JCT S.H. 58 Sufficiency
80.7 Kind Hwy
4 Level Service
1 Route No.
N2530 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1960 ADT Total
50 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
13.901 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
174.869 Deck Width
29.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1704 Min Measured Clearance
1603 NBI Rating
15144 ODOT County
08 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 0800 X H Index
76.5547 Latitude
35:31:45.08 Longitude
-98:28:57.48 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15144 Vault Link
http://plansrv1/bridgemaintvault/b15144 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.529189 Longitude DD
-98.482633 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
15576 x
-10963036.5575408 y
4236030.39621928 |
|||||||||||||||||||||||||||||||||||||
| 15425 | 3237 0370 X | 15425 | Hughes | U.S. 270 | CREEK | 3237 0370 X | 2-10ft.X9ft.X102ft. RC BOX | 1962 | 35.09701944 | -96.40703889 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15575 BRKEY
15425 NBI No.
15425 On Under
1 Structure No.
3237 0370 X Control No.
037 Lane Ind.
Milepoint
03700 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
063 Location
3.9 MI SE SEMINOLE CL Sufficiency
73.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 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
1962 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.97 HS Inv. Rating Method
1 HS Inv. Method
32.98 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
21.747992 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
15425 ODOT County
32 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
2-10ft.X9ft.X102ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3237 0370 X H Index
94.3596 Latitude
35:05:49.27 Longitude
-96:24:25.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15425 Vault Link
http://plansrv1/bridgemaintvault/b15425 GIS FO/SD
Meets Standards H Inv. Method
18.32 Latitude DD
35.09701944 Longitude DD
-96.40703889 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15575 x
-10731982.4781221 y
4177073.52716789 |
|||||||||||||||||||||||||||||||||||||
| 15424 | 5237 0367 X | 15424 | Noble | S.H. 108 | LION CREEK | 5237 0367 X | 2-10ft. X 10ft. X 68ft. R.C. BOX | 1962 | 36.30025 | -96.92490556 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15574 BRKEY
15424 NBI No.
15424 On Under
1 Structure No.
5237 0367 X Control No.
037 Lane Ind.
Milepoint
03670 Facility Carried
S.H. 108 Feature Intersected
LION CREEK Division
04 County
103 Location
1.2 MI S OF JCT US 64 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00108 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
1300 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
8 Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.63 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15424 ODOT County
52 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 68ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5237 0367 X H Index
94.3725 Latitude
36:18:00.9 Longitude
-96:55:29.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 108 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15424 Vault Link
http://plansrv1/bridgemaintvault/b15424 GIS FO/SD
Meets Standards H Inv. Method
22.29 Latitude DD
36.30025 Longitude DD
-96.92490556 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15574 x
-10789631.1321253 y
4342014.34726278 |
|||||||||||||||||||||||||||||||||||||
| 15423 | 1206 0307 X | 15423 | Choctaw | U.S. 271 | CREEK | 1206 0307 X | (2) 10ft. X 10ft. X 147ft. RCB | 1962 | 33.91291111 | -95.50702778 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | 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 | 10200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15573 BRKEY
15423 NBI No.
15423 On Under
1 Structure No.
1206 0307 X Control No.
006 Lane Ind.
Milepoint
03070 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
023 Location
3.07 N TX S/L Sufficiency
82 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1962 ADT Total
10200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.23 HS Inv. Rating Method
1 HS Inv. Method
35.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16320 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15423 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 10ft. X 147ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1206 0307 X H Index
99.4463 Latitude
33:54:46.48 Longitude
-95:30:25.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
010 NBI Text
15423 Vault Link
http://plansrv1/bridgemaintvault/b15423 GIS FO/SD
Meets Standards H Inv. Method
19.74 Latitude DD
33.91291111 Longitude DD
-95.50702778 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15573 x
-10631793.6996486 y
4017114.10194832 |
|||||||||||||||||||||||||||||||||||||
| 15422 | 1936 0276 X | 15422 | Creek | S.H. 117 | CREEK | 1936 0276 X | 2-10ft.X10ft.X110ft.RCB | 1962 | 35.98840556 | -96.06463889 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 11300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15572 BRKEY
15422 NBI No.
15422 On Under
1 Structure No.
1936 0276 X Control No.
036 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 117 Feature Intersected
CREEK Division
08 County
037 Location
2.7 MI E JCT US 75A Sufficiency
69.8 Kind Hwy
3 Level Service
1 Route No.
00117 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1962 ADT Total
11300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
18080 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15422 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X110ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1936 0276 X H Index
87.4839 Latitude
35:59:18.26 Longitude
-96:03:52.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 117 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15422 Vault Link
http://plansrv1/bridgemaintvault/b15422 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.98840556 Longitude DD
-96.06463889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15572 x
-10693866.6844745 y
4299026.11223771 |
|||||||||||||||||||||||||||||||||||||
| 15421 | 3022 0146 X | 15421 | Harper | S.H. 46 | CREEK | 3022 0146 X | 2-10ft.X 4ft.X 67ft. R.C. BOX | 1962 | 36.61455833 | -99.74611389 | 22.966 | 67 | — | 2 | 0 | 2 | 65 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15571 BRKEY
15421 NBI No.
15421 On Under
1 Structure No.
3022 0146 X Control No.
022 Lane Ind.
Milepoint
01460 Facility Carried
S.H. 46 Feature Intersected
CREEK Division
06 County
059 Location
S JCT US 270 Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65 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
1962 ADT Total
200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
65 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
67 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.26 HS Inv. Rating Method
1 HS Inv. Method
28.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
320 Future ADT Year
2042 Bypass Detour
14.999962 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
15421 ODOT County
30 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
2-10ft.X 4ft.X 67ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3022 0146 X H Index
92.02 Latitude
36:36:52.41 Longitude
-99:44:46.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 46 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15421 Vault Link
http://plansrv1/bridgemaintvault/b15421 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
36.61455833 Longitude DD
-99.74611389 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15571 x
-11103686.6068427 y
4385516.50435876 |
|||||||||||||||||||||||||||||||||||||
| 15420 | 3206 0011 X | 15420 | Hughes | U.S. 270 | CREEK | 3206 0011 X | 2-10ft.X10ft.X99ft. RC BOX | 1962 | 35.08703056 | -96.36144444 | 25.919 | 43.963 | — | 2 | 30 | 2 | 43.963 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15570 BRKEY
15420 NBI No.
15420 On Under
1 Structure No.
3206 0011 X Control No.
006 Lane Ind.
Milepoint
00110 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
063 Location
0.2 MI E JCT US 270B Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 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
1962 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
43.963 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
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
72.13 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15420 ODOT County
32 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
2-10ft.X10ft.X99ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3206 0011 X H Index
97.7332 Latitude
35:05:13.31 Longitude
-96:21:41.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15420 Vault Link
http://plansrv1/bridgemaintvault/b15420 GIS FO/SD
Meets Standards H Inv. Method
61.04 Latitude DD
35.08703056 Longitude DD
-96.36144444 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15570 x
-10726906.9271651 y
4175714.54817026 |
|||||||||||||||||||||||||||||||||||||
| 15336 | 6323 0577 NX | 15336 | Pottawatomie | S.H. 18 | U.S. 270 UNDER | 6323 0577 X | 30ft.,2-52.5ft.,30ft. I-BM | 1961 | 35.321703 | -96.943517 | 166.01 | 40.682 | — | 4 | 0 | 2 | 37.73 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 2550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15569 BRKEY
15336 NBI No.
15336 On Under
1 Structure No.
6323 0577 NX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 18 Feature Intersected
U.S. 270 UNDER Division
03 County
125 Location
3.5 MI S JCT SH 3 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1961 ADT Total
2550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
37.73 Ref. Underclearance Rt.
H Underclearance Right
13.123 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
166.01 Deck Width
40.682 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15336 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,2-52.5ft.,30ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0577 X H Index
96.9495 Latitude
35:19:18.13 Longitude
-96:56:36.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 18 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
15336 Vault Link
http://plansrv1/bridgemaintvault/b15336 GIS FO/SD
Meets Standards H Inv. Method
25.1 Latitude DD
35.321703 Longitude DD
-96.943517 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15569 x
-10791702.9481491 y
4207685.69266131 |
|||||||||||||||||||||||||||||||||||||
| 15335 | 5233R0898EX | 15335 | Noble | I-35 | U.S. 64 (FIR ST.) UND | 5233 0898EX | 30ft.-45ft.-45ft.-30ft. CONT.CONC.SLAB SPANS W/ BC RAILS & FLEX-BEAM | 1961 | 36.28944444 | -97.32757778 | 150.919 | 42.999 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.8 | Poor (4) | Serious (3) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8150 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
15568 BRKEY
15335 NBI No.
15335 On Under
1 Structure No.
5233R0898EX Control No.
033 Lane Ind.
E Milepoint
08980 Facility Carried
I-35 Feature Intersected
U.S. 64 (FIR ST.) UND Division
04 County
103 Location
1.0 MI N JCT US 77 Sufficiency
54.8 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
1961 ADT Total
8150 ADT Year
2011 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
9.498 Underclearance Left
3.497 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
150.919 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.439 HS Inv. Rating Method
1 HS Inv. Method
25.463 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13040 Future ADT Year
2031 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1701 Min Measured Clearance
1607 NBI Rating
15335 ODOT County
52 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 Rt. Curb SW
0 Description
30ft.-45ft.-45ft.-30ft. CONT.CONC.SLAB SPANS W/ BC RAILS & FLEX-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0898EX H Index
42.0257 Latitude
36:17:22 Longitude
-97:19:39.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
N.B. I-35 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15335 Vault Link
http://plansrv1/bridgemaintvault/b15335 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
36.28944444 Longitude DD
-97.32757778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15568 x
-10834456.3986123 y
4340521.9191983 |
|||||||||||||||||||||||||||||||||||||
| 15334 | 5233R0898WX | 15334 | Noble | I-35 | U.S. 64 (FIR ST.) UND | 5233 0898WX | 30ft.-45ft.-45ft.-30ft. CONT.CONC.SLAB SPANS W/ BC RAILS & FLEX-BEAM | 1961 | 36.28944167 | -97.32794444 | 150.919 | 42.999 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 52.8 | 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 | 8150 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
15567 BRKEY
15334 NBI No.
15334 On Under
1 Structure No.
5233R0898WX Control No.
033 Lane Ind.
W Milepoint
08980 Facility Carried
I-35 Feature Intersected
U.S. 64 (FIR ST.) UND Division
04 County
103 Location
1.0 MI N JCT US 77 Sufficiency
52.8 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
1961 ADT Total
8150 ADT Year
2010 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
9.498 Underclearance Left
3.497 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
150.919 Deck Width
42.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.124 HS Inv. Rating Method
1 HS Inv. Method
24.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13040 Future ADT Year
2030 Bypass Detour
0 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1608 Min Measured Clearance
1508 NBI Rating
15334 ODOT County
52 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.-45ft.-45ft.-30ft. CONT.CONC.SLAB SPANS W/ BC RAILS & FLEX-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0898WX H Index
46.6654 Latitude
36:17:21.99 Longitude
-97:19:40.6 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
S.B. I-35 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15334 Vault Link
http://plansrv1/bridgemaintvault/b15334 GIS FO/SD
SD H Inv. Method
15.102 Latitude DD
36.28944167 Longitude DD
-97.32794444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15567 x
-10834497.2150168 y
4340521.5366416 |
|||||||||||||||||||||||||||||||||||||
| 15333 | 0905 0623NX | 15333 | Canadian | I-40 WB | MAYBERRY RD & CREEK UND | 0905 0623NX | 30ft.-45ft.-45ft.-35ft. I-BM. SPANS | 1961 | 35.52959722 | -98.20243611 | 156.332 | 41.001 | — | 4 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15566 BRKEY
15333 NBI No.
15333 On Under
1 Structure No.
0905 0623NX Control No.
005 Lane Ind.
N Milepoint
06230 Facility Carried
I-40 WB Feature Intersected
MAYBERRY RD & CREEK UND Division
04 County
017 Location
6.3 MI. E. CADDO CL Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
13050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
156.332 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
7 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
20880 Future ADT Year
2042 Bypass Detour
0.12 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1410 Max Measured Clearance
1506 Min Measured Clearance
1505 NBI Rating
15333 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-45ft.-45ft.-35ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0623NX H Index
87.6578 Latitude
35:31:46.55 Longitude
-98:12:08.77 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15333 Vault Link
http://plansrv1/bridgemaintvault/b15333 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.52959722 Longitude DD
-98.20243611 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15566 x
-10931845.1824242 y
4236086.2353259 |
|||||||||||||||||||||||||||||||||||||
| 15332 | 0905 0623SX | 15332 | Canadian | I-40 EB | MAYBERRY RD & CREEK UND | 0905 0623SX | 30ft.-45ft.-45ft.-35ft. I-BM. SPANS Shallow exterior beams are 2-feet deep. | 1961 | 35.52832222 | -98.20244722 | 155.84 | 41.001 | — | 4 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15565 BRKEY
15332 NBI No.
15332 On Under
1 Structure No.
0905 0623SX Control No.
005 Lane Ind.
S Milepoint
06230 Facility Carried
I-40 EB Feature Intersected
MAYBERRY RD & CREEK UND Division
04 County
017 Location
6.3 MI. E. CADDO CL Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
13050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
5.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
155.84 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 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
20880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1601 Min Measured Clearance
1600 NBI Rating
15332 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-45ft.-45ft.-35ft. I-BM. SPANS Shallow exterior beams are 2-feet deep. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0623SX H Index
82.5475 Latitude
35:31:41.96 Longitude
-98:12:08.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15332 Vault Link
http://plansrv1/bridgemaintvault/b15332 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.52832222 Longitude DD
-98.20244722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15565 x
-10931846.4191837 y
4235911.83310062 |
|||||||||||||||||||||||||||||||||||||
| 15331 | 6806 0528 X | 15331 | Sequoyah | U.S. 64 | VIAN CREEK | 6806 0528 X | (3) 50ft. I-BEAM | 1961 | 35.50035 | -94.98726667 | 151 | 32.2 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.3 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15564 BRKEY
15331 NBI No.
15331 On Under
1 Structure No.
6806 0528 X Control No.
006 Lane Ind.
Milepoint
05280 Facility Carried
U.S. 64 Feature Intersected
VIAN CREEK Division
01 County
135 Location
5.28 E JCT SH-10 Sufficiency
89.3 Kind Hwy
2 Level Service
1 Route No.
00064 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
07 - Major Collector (Rural) Year Built
1961 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
3 - Steel Design
02 Length
151 Deck Width
32.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
102.1 HS Inv. Rating Method
3 HS Inv. Method
78.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
9 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
15331 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6806 0528 X H Index
88.6198 Latitude
35:30:01.26 Longitude
-94:59:14.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0528 NBI Text
15331 Vault Link
http://plansrv1/bridgemaintvault/b15331 GIS FO/SD
Meets Standards H Inv. Method
78.6 Latitude DD
35.50035 Longitude DD
-94.98726667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15564 x
-10573934.1575493 y
4232086.32035734 |
|||||||||||||||||||||||||||||||||||||
| 15236 | 0905 1382 X | 15236 | Canadian | I-40 | CREEK | 0905 1382 X | 2-10ft. X 8ft. X 182ft. R.C. BOX | 1961 | 35.52951944 | -98.06811111 | 20.899 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 27800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15563 BRKEY
15236 NBI No.
15236 On Under
1 Structure No.
0905 1382 X Control No.
005 Lane Ind.
Milepoint
13820 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
13.8 MI. E. CADDO CO Sufficiency
69.9 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
1961 ADT Total
27800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.899 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
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
63.71 HS Inv. Rating Method
1 HS Inv. Method
38.22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44480 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15236 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 182ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1382 X H Index
97.8394 Latitude
35:31:46.27 Longitude
-98:04:05.2 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15236 Vault Link
http://plansrv1/bridgemaintvault/b15236 GIS FO/SD
Meets Standards H Inv. Method
29.68 Latitude DD
35.52951944 Longitude DD
-98.06811111 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15563 x
-10916892.1918234 y
4236075.59602686 |
|||||||||||||||||||||||||||||||||||||
| 15235 | 0905 1369 X | 15235 | Canadian | I-40 | CREEK | 0905 1369 X | 2-10ft. X 8ft. X 178ft. R.C. BOX SK. 30 DEG. WITH 4ft. CURTAIN WALLS | 1961 | 35.52952222 | -98.07036944 | 25.919 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 27800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15562 BRKEY
15235 NBI No.
15235 On Under
1 Structure No.
0905 1369 X Control No.
005 Lane Ind.
Milepoint
13690 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
13.7 MI. E. CADDO CO Sufficiency
69.9 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
1961 ADT Total
27800 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
4 Fill RCB
11 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
85 HS Inv. Rating Method
1 HS Inv. Method
50.99 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44480 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15235 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 178ft. R.C. BOX SK. 30 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1369 X H Index
96.5379 Latitude
35:31:46.28 Longitude
-98:04:13.33 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15235 Vault Link
http://plansrv1/bridgemaintvault/b15235 GIS FO/SD
Meets Standards H Inv. Method
37.9 Latitude DD
35.52952222 Longitude DD
-98.07036944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15562 x
-10917143.587969 y
4236075.97629476 |
|||||||||||||||||||||||||||||||||||||
| 15234 | 5704 1019 X | 15234 | Osage | U.S. 60 | CREEK | 5704 1019 X | 2-10ft. X 8ft. X 84ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1961 | 36.68068611 | -96.5077 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15561 BRKEY
15234 NBI No.
15234 On Under
1 Structure No.
5704 1019 X Control No.
004 Lane Ind.
Milepoint
10190 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
10.1 MI. E. JCT. SH18 Sufficiency
92.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1961 ADT Total
2100 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
9 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15234 ODOT County
57 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 8ft. X 84ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 1019 X H Index
98.6166 Latitude
36:40:50.47 Longitude
-96:30:27.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15234 Vault Link
http://plansrv1/bridgemaintvault/b15234 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
36.68068611 Longitude DD
-96.5077 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15561 x
-10743188.02163 y
4394691.51761843 |
|||||||||||||||||||||||||||||||||||||
| 15233 | 2228 0792 X | 15233 | Dewey | S.H. 47 | CREEK | 2228 0792 X | 2-10ft.X10ft.X61ft. RDY. R.C.B. | 1961 | 35.84132778 | -99.21646944 | 22.966 | 63.002 | — | 2 | 0 | 2 | 61.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15560 BRKEY
15233 NBI No.
15233 On Under
1 Structure No.
2228 0792 X Control No.
028 Lane Ind.
Milepoint
07920 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
8.0 MI E JCT S.H. 34 Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
61.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
63.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.63 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15233 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X61ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 0792 X H Index
95.05 Latitude
35:50:28.78 Longitude
-99:12:59.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15233 Vault Link
http://plansrv1/bridgemaintvault/b15233 GIS FO/SD
Meets Standards H Inv. Method
22.29 Latitude DD
35.84132778 Longitude DD
-99.21646944 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15560 x
-11044726.8563672 y
4278810.22663844 |
|||||||||||||||||||||||||||||||||||||
| 15231 | 6129 0737 X | 15231 | Pittsburg | S.H. 113 | LITTLE WILD HORSE CREEK | 6129 0737 X | (2) 10ft. X 9ft. X 44ft. RCB | 1961 | 35.06938611 | -95.77112778 | 21.001 | 0 | — | 2 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15558 BRKEY
15231 NBI No.
15231 On Under
1 Structure No.
6129 0737 X Control No.
029 Lane Ind.
Milepoint
07370 Facility Carried
S.H. 113 Feature Intersected
LITTLE WILD HORSE CREEK Division
02 County
121 Location
7.5 W & N JCT US 69 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00113 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
1961 ADT Total
1200 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
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
88.4 HS Inv. Rating Method
1 HS Inv. Method
52.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
11.184681 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
15231 ODOT County
61 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 9ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6129 0737 X H Index
64.6819 Latitude
35:04:09.79 Longitude
-95:46:16.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 113 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
097 NBI Text
15231 Vault Link
http://plansrv1/bridgemaintvault/b15231 GIS FO/SD
Meets Standards H Inv. Method
29.4 Latitude DD
35.06938611 Longitude DD
-95.77112778 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15558 x
-10661193.1771671 y
4173314.44167045 |
|||||||||||||||||||||||||||||||||||||
| 15143 | 2004 0478 X | 15143 | Custer | NS 233 CO. RD. | I-40 UNDER | 2004 0478 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS | 1960 | 35.52 | -98.83472222 | 174.869 | 29.003 | — | 4 | 0 | 2 | 29.003 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15557 BRKEY
15143 NBI No.
15143 On Under
1 Structure No.
2004 0478 X Control No.
Lane Ind.
Milepoint
Facility Carried
NS 233 CO. RD. Feature Intersected
I-40 UNDER Division
05 County
039 Location
4.3 MI E JCT I-40 BUS Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
N2330 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
101 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
29.003 Ref. Underclearance Rt.
H Underclearance Right
8.901 Underclearance Left
14.199 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
174.869 Deck Width
29.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1701 Min Measured Clearance
1602 NBI Rating
15143 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 0478 X H Index
85.0267 Latitude
35:31:12 Longitude
-98:50:05 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15143 Vault Link
http://plansrv1/bridgemaintvault/b15143 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.52 Longitude DD
-98.83472222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15557 x
-11002230.950225 y
4234773.53749219 |
|||||||||||||||||||||||||||||||||||||
| 15142 | 5568 0357 X | 15142 | Oklahoma | HUDIBURG DR | I-40 UNDER | 5568 0357 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1960 | 35.44006389 | -97.41639444 | 172.001 | 32.999 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.4 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15556 BRKEY
15142 NBI No.
15142 On Under
1 Structure No.
5568 0357 X Control No.
Lane Ind.
Milepoint
Facility Carried
HUDIBURG DR Feature Intersected
I-40 UNDER Division
04 County
109 Location
3.7 MI E OF JCT I35 Sufficiency
60.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 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
1960 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
11.198 Underclearance Left
5.01 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
172.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.7 HS Inv. Rating Method
1 HS Inv. Method
28.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1600 Min Measured Clearance
1507 NBI Rating
15142 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
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0357 X H Index
80.9554 Latitude
35:26:24.23 Longitude
-97:24:59.02 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
PARIS RD. OR HUDIBURG DRIVE Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15142 Vault Link
http://plansrv1/bridgemaintvault/b15142 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
35.44006389 Longitude DD
-97.41639444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15556 x
-10844343.4239775 y
4223846.04949693 |
|||||||||||||||||||||||||||||||||||||
| 15141 | 5568 0116 X | 15141 | Oklahoma | SCOTT ST. | I-40 UNDER | 5568 0116 X | 30ft.,2-55ft.,30ft. CONT. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS | 1960 | 35.458275 | -97.45598889 | 172.001 | 36.001 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15555 BRKEY
15141 NBI No.
15141 On Under
1 Structure No.
5568 0116 X Control No.
Lane Ind.
Milepoint
Facility Carried
SCOTT ST. Feature Intersected
I-40 UNDER Division
04 County
109 Location
1.1 MI E OF JCT I35 Sufficiency
78.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 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
1960 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10.2 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
172.001 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.38 HS Inv. Rating Method
1 HS Inv. Method
26.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1802 Min Measured Clearance
1606 NBI Rating
15141 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
2.999 Rt. Curb SW
2.999 Description
30ft.,2-55ft.,30ft. CONT. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0116 X H Index
89.6383 Latitude
35:27:29.79 Longitude
-97:27:21.56 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
SCOTT STREET Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15141 Vault Link
http://plansrv1/bridgemaintvault/b15141 GIS FO/SD
Meets Standards H Inv. Method
16.65 Latitude DD
35.458275 Longitude DD
-97.45598889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15555 x
-10848751.0579897 y
4226334.60329043 |
|||||||||||||||||||||||||||||||||||||
| 15140 | 6340 0097 X | 15140 | Pottawatomie | CO. RD. N3300 | I-40 UNDER | 6340 0097 X | 30ft.-55ft.-55ft.-30ft. CONT | 1960 | 35.38388889 | -97.12481667 | 171.916 | 24.934 | — | 4 | 0 | 2 | 20.013 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 53.4 | Poor (4) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15554 BRKEY
15140 NBI No.
15140 On Under
1 Structure No.
6340 0097 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3300 Feature Intersected
I-40 UNDER Division
03 County
125 Location
1 MI E OK C/L Sufficiency
53.4 Kind Hwy
4 Level Service
1 Route No.
N3300 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
400 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20.013 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
18.373 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20.013 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
24.934 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
4 Bridge Posting
4 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
28.66 HS Inv. Rating Method
1 HS Inv. Method
17.196 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
202020 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
15140 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-55ft.-55ft.-30ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0097 X H Index
89.5437 Latitude
35:23:02 Longitude
-97:07:29.34 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. N3300 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15140 Vault Link
http://plansrv1/bridgemaintvault/b15140 GIS FO/SD
Meets Standards H Inv. Method
12.787 Latitude DD
35.38388889 Longitude DD
-97.12481667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15554 x
-10811885.1350944 y
4216173.26231818 |
|||||||||||||||||||||||||||||||||||||
| 15139 | 2004 0073 X | 15139 | Custer | TRAVIS DAIRY RD. | I-40 UNDER | 2004 0073 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS | 1960 | 35.51583333 | -98.90583333 | 174.869 | 29.003 | — | 4 | 0 | 2 | 24.003 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15553 BRKEY
15139 NBI No.
15139 On Under
1 Structure No.
2004 0073 X Control No.
Lane Ind.
Milepoint
Facility Carried
TRAVIS DAIRY RD. Feature Intersected
I-40 UNDER Division
05 County
039 Location
0.7 MI E JCT I-40 BUS Sufficiency
85.6 Kind Hwy
4 Level Service
1 Route No.
N2300 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
8.701 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
174.869 Deck Width
29.003 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
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
4 HS Operating Rating Method
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
320 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1608 Min Measured Clearance
1601 NBI Rating
15139 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 0073 X H Index
99.2778 Latitude
35:30:57 Longitude
-98:54:21 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15139 Vault Link
http://plansrv1/bridgemaintvault/b15139 GIS FO/SD
FO H Inv. Method
31 Latitude DD
35.51583333 Longitude DD
-98.90583333 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15553 x
-11010147.00278 y
4234203.67354055 |
|||||||||||||||||||||||||||||||||||||
| 15138 | 0905 0050 X | 15138 | Canadian | METHODIST RD. | I-40 UNDER | 0905 0050 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1960 | 35.522925 | -98.29764722 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.3 | Satisfactory (6) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15552 BRKEY
15138 NBI No.
15138 On Under
1 Structure No.
0905 0050 X Control No.
Lane Ind.
Milepoint
Facility Carried
METHODIST RD. Feature Intersected
I-40 UNDER Division
04 County
017 Location
0.5 MI E CADDO C/L Sufficiency
75.3 Kind Hwy
4 Level Service
1 Route No.
N2635 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
400 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.001 Underclearance Left
17.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 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.
3 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1703 Min Measured Clearance
1602 NBI Rating
15138 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0050 X H Index
77.7771 Latitude
35:31:22.53 Longitude
-98:17:51.53 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
METHODIST RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15138 Vault Link
http://plansrv1/bridgemaintvault/b15138 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.522925 Longitude DD
-98.29764722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15552 x
-10942444.0347072 y
4235173.59933858 |
|||||||||||||||||||||||||||||||||||||
| 15330 | 5568 0540 X | 15330 | Oklahoma | A AVE. | I-40 UNDER | 5568 0540 X | 60ft.-60ft.-35ft. I-BM SPANS WITH 2-3ft. SIDEWALKS | 1961 | 35.43469444 | -97.38685 | 157.001 | 61.9 | — | 3 | 0 | 4 | 53.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 24 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15545 BRKEY
15330 NBI No.
15330 On Under
1 Structure No.
5568 0540 X Control No.
Lane Ind.
Milepoint
Facility Carried
A AVE. Feature Intersected
I-40 UNDER Division
04 County
109 Location
5.6 MI E OF JCT I35 Sufficiency
92 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.999 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
1961 ADT Total
24 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
53.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
14.8 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
157.001 Deck Width
61.9 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1703 Min Measured Clearance
1700 NBI Rating
15330 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
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
60ft.-60ft.-35ft. I-BM SPANS WITH 2-3ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0540 X H Index
75.6465 Latitude
35:26:04.9 Longitude
-97:23:12.66 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
A AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15330 Vault Link
http://plansrv1/bridgemaintvault/b15330 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.43469444 Longitude DD
-97.38685 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15545 x
-10841054.5519609 y
4223112.41997075 |
|||||||||||||||||||||||||||||||||||||
| 15329 | 5568 0539 X | 15329 | Oklahoma | R.R./ UTILITY | I-40 UNDER | 5568 0539 X | 34ft.-59ft.-59ft. I-BM. SPANS | 1961 | 35.43471667 | -97.38721389 | 151.903 | 8.999 | — | 3 | 20 | 4 | 84.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | H | 50900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15544 BRKEY
15329 NBI No.
15329 On Under
2 Structure No.
5568 0539 X Control No.
068 Lane Ind.
Milepoint
05390 Facility Carried
R.R./ UTILITY Feature Intersected
I-40 UNDER Division
04 County
109 Location
5.5 MI E OF JCT I35 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.002 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
50900 ADT Year
2022 Design Load
Railroad Skew
20 No. Main Spans
3 Road Width
84.003 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
14.797 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
84.003 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 Deck Width
8.999 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! 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
81440 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
1603 Max Measured Clearance
1609 Min Measured Clearance
1606 NBI Rating
15329 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-59ft.-59ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0539 X H Index
-1 Latitude
35:26:04.98 Longitude
-97:23:13.97 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-40 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15329 Vault Link
http://plansrv1/bridgemaintvault/b15329 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.43471667 Longitude DD
-97.38721389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15544 x
-10841095.0600104 y
4223115.45716131 |
|||||||||||||||||||||||||||||||||||||
| 15328 | 6129 1121 X | 15328 | Pittsburg | S.H. 113 | ROCK CREEK | 6129 1121 X | 40ft. - 60ft. - 40ft. I-BEAM | 1961 | 35.125175 | -95.77180556 | 141.499 | 42.3 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15543 BRKEY
15328 NBI No.
15328 On Under
1 Structure No.
6129 1121 X Control No.
029 Lane Ind.
Milepoint
11210 Facility Carried
S.H. 113 Feature Intersected
ROCK CREEK Division
02 County
121 Location
11.4 W & N JCT US 69 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00113 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.499 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.4 HS Inv. Rating Method
1 HS Inv. Method
51.24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
11.184681 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
15328 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6129 1121 X H Index
99.1377 Latitude
35:07:30.63 Longitude
-95:46:18.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 113 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
099 NBI Text
15328 Vault Link
http://plansrv1/bridgemaintvault/b15328 GIS FO/SD
Meets Standards H Inv. Method
40.92 Latitude DD
35.125175 Longitude DD
-95.77180556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15543 x
-10661268.6272916 y
4180904.96456788 |
|||||||||||||||||||||||||||||||||||||
| 15327 | 7281R0869EX | 15327 | Tulsa | U.S. 169 NB | S.H. 135 UNDER | 7281 0869EX | 30ft.-41ft.-41ft.-30ft. CONT | 1961 | 36.263831 | -95.847917 | 144.029 | 31.001 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 27450 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15542 BRKEY
15327 NBI No.
15327 On Under
1 Structure No.
7281R0869EX Control No.
081 Lane Ind.
E Milepoint
08690 Facility Carried
U.S. 169 NB Feature Intersected
S.H. 135 UNDER Division
08 County
143 Location
8.7 MI N JCT I-44 Sufficiency
54.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
27450 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
1.001 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
144.029 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43920 Future ADT Year
2040 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1601 Min Measured Clearance
1502 NBI Rating
15327 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-41ft.-41ft.-30ft. CONT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0869EX H Index
71.1983 Latitude
36:15:49.79 Longitude
-95:50:52.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15327 Vault Link
http://plansrv1/bridgemaintvault/b15327 GIS FO/SD
FO H Inv. Method
18.9 Latitude DD
36.263831 Longitude DD
-95.847917 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15542 x
-10669741.3140359 y
4336985.10123864 |
|||||||||||||||||||||||||||||||||||||
| 15326 | 7281R0869WX | 15326 | Tulsa | U.S. 169 SB | S.H. 135 UNDER | 7281 0869WX | 30ft.-41ft.-41ft.-30ft. CONT | 1961 | 36.263828 | -95.848233 | 144.029 | 31.001 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28150 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15541 BRKEY
15326 NBI No.
15326 On Under
1 Structure No.
7281R0869WX Control No.
081 Lane Ind.
W Milepoint
08690 Facility Carried
U.S. 169 SB Feature Intersected
S.H. 135 UNDER Division
08 County
143 Location
8.7 MI N JCT I-44 Sufficiency
54.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
28150 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
1.001 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
144.029 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
45040 Future ADT Year
2040 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1701 Min Measured Clearance
1606 NBI Rating
15326 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-41ft.-41ft.-30ft. CONT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0869WX H Index
79.5988 Latitude
36:15:49.78 Longitude
-95:50:53.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15326 Vault Link
http://plansrv1/bridgemaintvault/b15326 GIS FO/SD
FO H Inv. Method
18.9 Latitude DD
36.263828 Longitude DD
-95.848233 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15541 x
-10669776.490995 y
4336984.68705322 |
|||||||||||||||||||||||||||||||||||||
| 15325 | 5233 0869WX | 15325 | Noble | I-35 SB | BNSF R.R. UNDER | 5233 0869WX | 3-44ft. I-BM. SPANS W/ 2-1.5ft. SAFETY CURBS SK. 78 DEG. RF | 1961 | 36.2851 | -97.32791667 | 132.874 | 41.001 | — | 3 | 12 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15540 BRKEY
15325 NBI No.
15325 On Under
1 Structure No.
5233 0869WX Control No.
033 Lane Ind.
W Milepoint
08690 Facility Carried
I-35 SB Feature Intersected
BNSF R.R. UNDER Division
04 County
103 Location
0.7 MI N JCT US 77 Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
8150 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
18.75 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
41.001 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2303 Max Measured Clearance
2306 Min Measured Clearance
2506 NBI Rating
15325 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. I-BM. SPANS W/ 2-1.5ft. SAFETY CURBS SK. 78 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0869WX H Index
78.8225 Latitude
36:17:06.36 Longitude
-97:19:40.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15325 Vault Link
http://plansrv1/bridgemaintvault/b15325 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.2851 Longitude DD
-97.32791667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15540 x
-10834494.1236746 y
4339921.93782604 |
|||||||||||||||||||||||||||||||||||||
| 15230 | 0712 0469 X | 15230 | Bryan | S.H. 48 | CREEK | 0712 0546 X | (2) 10ft. X 10ft. X 46ft. RCB | 1961 | 34.14463333 | -96.37315833 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15539 BRKEY
15230 NBI No.
15230 On Under
1 Structure No.
0712 0469 X Control No.
012 Lane Ind.
Milepoint
04690 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
02 County
013 Location
4.69 N JCT SH-78 Sufficiency
83.5 Kind Hwy
3 Level Service
1 Route No.
00048 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
1961 ADT Total
3000 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
3 Appr. Roadway Width
27.999 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
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.4 HS Inv. Rating Method
1 HS Inv. Method
47.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15230 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 46ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0712 0546 X H Index
93.1251 Latitude
34:08:40.68 Longitude
-96:22:23.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
059 NBI Text
15230 Vault Link
http://plansrv1/bridgemaintvault/b15230 GIS FO/SD
Meets Standards H Inv. Method
26.4 Latitude DD
34.14463333 Longitude DD
-96.37315833 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15539 x
-10728210.9114351 y
4048239.32174996 |
|||||||||||||||||||||||||||||||||||||
| 15229 | 0905 0512 X | 15229 | Canadian | I-40 | CREEK | 0905 0512 X | 2-10ft. X 10ft. X 363ft. R.C.BOX | 1961 | 35.52934444 | -98.22191389 | 21.558 | 0 | — | 2 | 10 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 28500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15538 BRKEY
15229 NBI No.
15229 On Under
1 Structure No.
0905 0512 X Control No.
005 Lane Ind.
Milepoint
05120 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
5.1 MI. E. CADDO CL Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
28500 ADT Year
2022 Design Load
HS 20 Skew
10 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
35 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.558 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
45600 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15229 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 363ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0512 X H Index
99.2786 Latitude
35:31:45.64 Longitude
-98:13:18.89 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15229 Vault Link
http://plansrv1/bridgemaintvault/b15229 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
35.52934444 Longitude DD
-98.22191389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15538 x
-10934013.4389756 y
4236051.65832565 |
|||||||||||||||||||||||||||||||||||||
| 15228 | 2228 0510 X | 15228 | Dewey | S.H. 47 | CREEK | 2228 0510 X | 2-10ft.X10ft.X52ft. RDY. R.C.B. | 1961 | 35.84120833 | -99.26732222 | 22.966 | 54.003 | — | 2 | 0 | 2 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15537 BRKEY
15228 NBI No.
15228 On Under
1 Structure No.
2228 0510 X Control No.
028 Lane Ind.
Milepoint
05100 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
5.2 MI E JCT S.H. 34 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
54.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 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
944 Future ADT Year
2042 Bypass Detour
52.19518 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
15228 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X52ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 0510 X H Index
90.76 Latitude
35:50:28.35 Longitude
-99:16:02.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15228 Vault Link
http://plansrv1/bridgemaintvault/b15228 GIS FO/SD
Meets Standards H Inv. Method
18.24 Latitude DD
35.84120833 Longitude DD
-99.26732222 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15537 x
-11050387.7619422 y
4278793.82345614 |
|||||||||||||||||||||||||||||||||||||
| 15227 | 3116 0494 X | 15227 | Haskell | S.H. 31 | CREEK | 3116 0494 X | (2) 10ft. X 9ft. X 38ft. LONG RCB | 1961 | 35.101175 | -95.15625556 | 22.999 | 37.999 | — | 2 | 0 | 2 | 36.299 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.6 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15536 BRKEY
15227 NBI No.
15227 On Under
1 Structure No.
3116 0494 X Control No.
016 Lane Ind.
Milepoint
04940 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
01 County
061 Location
2.0 W JCT SH-31/SH-82 Sufficiency
84.6 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
36.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.1 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
34.175415 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
15227 ODOT County
31 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 9ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3116 0494 X H Index
67.6365 Latitude
35:06:04.23 Longitude
-95:09:22.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0494 NBI Text
15227 Vault Link
http://plansrv1/bridgemaintvault/b15227 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
35.101175 Longitude DD
-95.15625556 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15536 x
-10592745.9147338 y
4177638.93676337 |
|||||||||||||||||||||||||||||||||||||
| 15226 | 3517 0174 X | 15226 | Johnston | S.H. 22 | CREEK | 3517 0174 X | 2-8ft.X6ft.X47ft. RC BOX | 1961 | 34.14335278 | -96.46903056 | 25.919 | 48.885 | — | 2 | 45 | 2 | 27.887 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | 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 | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15535 BRKEY
15226 NBI No.
15226 On Under
1 Structure No.
3517 0174 X Control No.
017 Lane Ind.
Milepoint
01740 Facility Carried
S.H. 22 Feature Intersected
CREEK Division
03 County
069 Location
1.5 MI E JCT SH78 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 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
1961 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
48.885 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
64.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
20.999947 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
15226 ODOT County
35 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
2-8ft.X6ft.X47ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3517 0174 X H Index
94.38 Latitude
34:08:36.07 Longitude
-96:28:08.51 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
-1 NBI Text
15226 Vault Link
http://plansrv1/bridgemaintvault/b15226 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
34.14335278 Longitude DD
-96.46903056 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15535 x
-10738883.3592599 y
4048067.08265807 |
|||||||||||||||||||||||||||||||||||||
| 15225 | 2719 0147 X | 15225 | Grant | S.H. 132 | CREEK | 2719 0147 X | 2-10ft. X 13ft. X 34ft. R.C.BOX | 1961 | 36.61373056 | -98.01938611 | 20.965 | 36.001 | — | 2 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | 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 | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15534 BRKEY
15225 NBI No.
15225 On Under
1 Structure No.
2719 0147 X Control No.
019 Lane Ind.
Milepoint
01470 Facility Carried
S.H. 132 Feature Intersected
CREEK Division
04 County
053 Location
1.5 MI N GARFIELD CO Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1961 ADT Total
850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1360 Future ADT Year
2042 Bypass Detour
15.99996 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
15225 ODOT County
27 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
2-10ft. X 13ft. X 34ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2719 0147 X H Index
97.2567 Latitude
36:36:49.43 Longitude
-98:01:09.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 132 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15225 Vault Link
http://plansrv1/bridgemaintvault/b15225 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.61373056 Longitude DD
-98.01938611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15534 x
-10911468.1496345 y
4385401.70387441 |
|||||||||||||||||||||||||||||||||||||
| 15134 | 6610 0124 X | 15134 | Rogers | S.H. 20 | DOG CREEK | 6610 0124 X | 50ft.-60ft.-50ft.IBM | 1960 | 36.30725833 | -95.59553611 | 161.333 | 75 | — | 3 | 0 | 4 | 72.833 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.9 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15530 BRKEY
15134 NBI No.
15134 On Under
1 Structure No.
6610 0124 X Control No.
010 Lane Ind.
Milepoint
01240 Facility Carried
S.H. 20 Feature Intersected
DOG CREEK Division
08 County
131 Location
1.2 MI E JCT SH 66 Sufficiency
72.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.833 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
1960 ADT Total
12600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
72.833 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
72.833 Span Type Main
M Material
3 - Steel Design
02 Length
161.333 Deck Width
75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.6 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20160 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15134 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft.IBM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0124 X H Index
95.3392 Latitude
36:18:26.13 Longitude
-95:35:43.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 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
15134 Vault Link
http://plansrv1/bridgemaintvault/b15134 GIS FO/SD
Meets Standards H Inv. Method
29.9 Latitude DD
36.30725833 Longitude DD
-95.59553611 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15530 x
-10641646.4018752 y
4342982.42506662 |