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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 15169 | 5317 0342 X | 15169 | Nowata | S.H. 28 | LIGHTNING CREEK | 5317 0342 X | 3-68ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1960 | 36.649108 | -95.4857 | 208.333 | 31 | — | 3 | 0 | 2 | 28.883 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | 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) | B | 680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15673 BRKEY
15169 NBI No.
15169 On Under
1 Structure No.
5317 0342 X Control No.
017 Lane Ind.
Milepoint
03420 Facility Carried
S.H. 28 Feature Intersected
LIGHTNING CREEK Division
08 County
105 Location
3.5 MI S JCT US 60 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.833 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
1960 ADT Total
680 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.883 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.833 Span Type Main
M Material
3 - Steel Design
02 Length
208.333 Deck Width
31 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.9 HS Inv. Rating Method
1 HS Inv. Method
31.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2042 Bypass Detour
27.961703 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
15169 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-68ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5317 0342 X H Index
70.4467 Latitude
36:38:56.79 Longitude
-95:29:08.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
15169 Vault Link
http://plansrv1/bridgemaintvault/b15169 GIS FO/SD
Meets Standards H Inv. Method
24.1 Latitude DD
36.649108 Longitude DD
-95.4857 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15673 x
-10629419.5020393 y
4390309.17532164 |
|||||||||||||||||||||||||||||||||||||
| 15168 | 5317R0128 X | 15168 | Nowata | S.H. 28 | SALT CREEK | 5317 0128 X | 3-68ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1960 | 36.68029722 | -95.48573889 | 208.99 | 32.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 680 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
15672 BRKEY
15168 NBI No.
15168 On Under
1 Structure No.
5317R0128 X Control No.
017 Lane Ind.
Milepoint
01280 Facility Carried
S.H. 28 Feature Intersected
SALT CREEK Division
08 County
105 Location
1.3 MI S JCT US 60 Sufficiency
77.1 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1960 ADT Total
680 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
208.99 Deck Width
32.001 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
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.225 HS Inv. Rating Method
1 HS Inv. Method
41.447 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2036 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15168 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-68ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5317 0128 X H Index
66.8711 Latitude
36:40:49.07 Longitude
-95:29:08.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
15168 Vault Link
http://plansrv1/bridgemaintvault/b15168 GIS FO/SD
Meets Standards H Inv. Method
32.187 Latitude DD
36.68029722 Longitude DD
-95.48573889 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15672 x
-10629423.8312543 y
4394637.53736152 |
|||||||||||||||||||||||||||||||||||||
| 15078 | 0848 1544SX | 15078 | Caddo | I-40 EB | U.S. 281/S.H. 8 UNDER | 0848 1544SX | 32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS | 1960 | 35.529008 | -98.350833 | 111.877 | 43.002 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15671 BRKEY
15078 NBI No.
15078 On Under
1 Structure No.
0848 1544SX Control No.
048 Lane Ind.
S Milepoint
15440 Facility Carried
I-40 EB Feature Intersected
U.S. 281/S.H. 8 UNDER Division
05 County
015 Location
JCT U.S. 281 / S.H. 8 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
10200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
9.6 Underclearance Left
11.099 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
111.877 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16320 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1703 Min Measured Clearance
1602 NBI Rating
15078 ODOT County
08 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1544SX H Index
89.701 Latitude
35:31:44.43 Longitude
-98:21:03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15078 Vault Link
http://plansrv1/bridgemaintvault/b15078 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.529008 Longitude DD
-98.350833 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15671 x
-10948364.6486543 y
4236005.63789977 |
|||||||||||||||||||||||||||||||||||||
| 15077 | 0702 0250WX | 15077 | Bryan | U.S. 69 SB | S.H. 91 UNDER | 0702 0250WX | 32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1960 | 33.85279444 | -96.51182222 | 111.877 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15670 BRKEY
15077 NBI No.
15077 On Under
1 Structure No.
0702 0250WX Control No.
002 Lane Ind.
W Milepoint
02500 Facility Carried
U.S. 69 SB Feature Intersected
S.H. 91 UNDER Division
02 County
013 Location
2.50 N TX S/L Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1960 ADT Total
14850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
111.877 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
60 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1507 Min Measured Clearance
1410 NBI Rating
15077 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0702 0250WX H Index
92.0257 Latitude
33:51:10.06 Longitude
-96:30:42.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
008 NBI Text
15077 Vault Link
http://plansrv1/bridgemaintvault/b15077 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
33.85279444 Longitude DD
-96.51182222 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15670 x
-10743646.9050613 y
4009053.0014783 |
|||||||||||||||||||||||||||||||||||||
| 15076 | 0702 0250EX | 15076 | Bryan | U.S. 69 NB | S.H. 91 UNDER | 0702 0250EX | 32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1960 | 33.85310278 | -96.51146667 | 111.877 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15669 BRKEY
15076 NBI No.
15076 On Under
1 Structure No.
0702 0250EX Control No.
002 Lane Ind.
E Milepoint
02500 Facility Carried
U.S. 69 NB Feature Intersected
S.H. 91 UNDER Division
02 County
013 Location
2.50 N TX S/L Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1960 ADT Total
14700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
111.877 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
60 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1605 Min Measured Clearance
1405 NBI Rating
15076 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0702 0250EX H Index
93.0747 Latitude
33:51:11.17 Longitude
-96:30:41.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
007 NBI Text
15076 Vault Link
http://plansrv1/bridgemaintvault/b15076 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
33.85310278 Longitude DD
-96.51146667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15669 x
-10743607.3254164 y
4009094.33259285 |
|||||||||||||||||||||||||||||||||||||
| 15360 | 0905 1120 X | 15360 | Canadian | U.S. 270 | I-40 UNDER | 0905 1120 X | 31ft.-56ft.-56ft.-31ft. CONT. CONC. SLAB SPANS | 1961 | 35.529153 | -98.114214 | 176.837 | 32.999 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.8 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15665 BRKEY
15360 NBI No.
15360 On Under
1 Structure No.
0905 1120 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 270 Feature Intersected
I-40 UNDER Division
04 County
017 Location
JCT. US270 & I40 Sufficiency
59.8 Kind Hwy
2 Level Service
1 Route No.
00270 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
07 - Major Collector (Rural) Year Built
1961 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10.098 Underclearance Left
13.301 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
176.837 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1605 Min Measured Clearance
1603 NBI Rating
15360 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
0 Rt. Curb SW
0 Description
31ft.-56ft.-56ft.-31ft. CONT. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1120 X H Index
84.9986 Latitude
35:31:44.95 Longitude
-98:06:51.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 270 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15360 Vault Link
http://plansrv1/bridgemaintvault/b15360 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.529153 Longitude DD
-98.114214 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15665 x
-10922024.3420623 y
4236025.47190819 |
|||||||||||||||||||||||||||||||||||||
| 15359 | 5233 0799 X | 15359 | Noble | U.S. 77 | I-35 UNDER | 5233 0799 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS | 1961 | 36.275033 | -97.327961 | 172.5 | 61.001 | — | 4 | 0 | 4 | 57.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15664 BRKEY
15359 NBI No.
15359 On Under
1 Structure No.
5233 0799 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 Feature Intersected
I-35 UNDER Division
04 County
103 Location
US 77; @ JCT I-35 Sufficiency
84.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1961 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
57.999 Ref. Underclearance Rt.
H Underclearance Right
9.698 Underclearance Left
18.497 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
57.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
172.5 Deck Width
61.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
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
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1702 Min Measured Clearance
1604 NBI Rating
15359 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0799 X H Index
81.247 Latitude
36:16:30.12 Longitude
-97:19:40.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 77 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15359 Vault Link
http://plansrv1/bridgemaintvault/b15359 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.275033 Longitude DD
-97.327961 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15664 x
-10834499.0584676 y
4338531.78055486 |
|||||||||||||||||||||||||||||||||||||
| 15358 | 6340 0811SX | 15358 | Pottawatomie | I-40 | U.S. 177 UNDER | 6340 0811SX | 30ft.-55ft.-55ft.-35ft. I-BM | 1961 | 35.38333056 | -97.00094167 | 178.15 | 54.134 | — | 4 | 7 | 3 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15663 BRKEY
15358 NBI No.
15358 On Under
1 Structure No.
6340 0811SX Control No.
040 Lane Ind.
S Milepoint
08110 Facility Carried
I-40 Feature Intersected
U.S. 177 UNDER Division
03 County
125 Location
8.1 MI E OK C/L Sufficiency
64.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17450 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
8.858 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
51.001 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
54.134 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.5 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27920 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
15358 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.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-55ft.-55ft.-35ft. I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0811SX H Index
92.6788 Latitude
35:22:59.99 Longitude
-97:00:03.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15358 Vault Link
http://plansrv1/bridgemaintvault/b15358 GIS FO/SD
FO H Inv. Method
25.6 Latitude DD
35.38333056 Longitude DD
-97.00094167 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15663 x
-10798095.4331724 y
4216097.02840576 |
|||||||||||||||||||||||||||||||||||||
| 15357 | 6340 0811NX | 15357 | Pottawatomie | I-40 | U.S. 177 UNDER | 6340 0811NX | 30ft.-55ft.-55ft.-35ft. I-BM | 1961 | 35.38361667 | -97.00094167 | 178.15 | 42.979 | — | 4 | 7 | 2 | 29.751 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.8 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15662 BRKEY
15357 NBI No.
15357 On Under
1 Structure No.
6340 0811NX Control No.
040 Lane Ind.
N Milepoint
08110 Facility Carried
I-40 Feature Intersected
U.S. 177 UNDER Division
03 County
125 Location
8.1 MI E OK C/L Sufficiency
73.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.751 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
16750 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
4 Road Width
29.751 Ref. Underclearance Rt.
H Underclearance Right
8.858 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.751 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
42.979 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.2 HS Inv. Rating Method
1 HS Inv. Method
40.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15357 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.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-55ft.-55ft.-35ft. I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0811NX H Index
87.0926 Latitude
35:23:01.02 Longitude
-97:00:03.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15357 Vault Link
http://plansrv1/bridgemaintvault/b15357 GIS FO/SD
FOSD H Inv. Method
25.9 Latitude DD
35.38361667 Longitude DD
-97.00094167 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15662 x
-10798095.4331724 y
4216136.09356057 |
|||||||||||||||||||||||||||||||||||||
| 15356 | 0905 1022 X | 15356 | Canadian | RED ROCK RD. | I-40 UNDER | 0905 1022 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1961 | 35.52939722 | -98.13183056 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15661 BRKEY
15356 NBI No.
15356 On Under
1 Structure No.
0905 1022 X Control No.
Lane Ind.
Milepoint
Facility Carried
RED ROCK RD. Feature Intersected
I-40 UNDER Division
04 County
017 Location
10.2 MI. E. CADDO CO Sufficiency
75.1 Kind Hwy
4 Level Service
1 Route No.
00935 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
1961 ADT Total
250 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
12.3 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1608 Min Measured Clearance
1606 NBI Rating
15356 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
2.5 Rt. Curb SW
2.5 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 1022 X H Index
81.7499 Latitude
35:31:45.83 Longitude
-98:07:54.59 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
RED ROCK ROAD Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15356 Vault Link
http://plansrv1/bridgemaintvault/b15356 GIS FO/SD
FO H Inv. Method
17 Latitude DD
35.52939722 Longitude DD
-98.13183056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15661 x
-10923985.408551 y
4236058.87793084 |
|||||||||||||||||||||||||||||||||||||
| 15355 | 0905 0418 X | 15355 | Canadian | U.S. 281 SPUR | I-40 UNDER | 0905 0418 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1961 | 35.533022 | -98.238028 | 171.916 | 32.999 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.1 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15660 BRKEY
15355 NBI No.
15355 On Under
1 Structure No.
0905 0418 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 281 SPUR Feature Intersected
I-40 UNDER Division
04 County
017 Location
4.1 MI. E CADDO C/L Sufficiency
53.1 Kind Hwy
2 Level Service
4 Route No.
00281 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
02 - Principal Arterial Other (Rural) Year Built
1961 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
17.9 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
171.916 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
15355 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
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
0905 0418 X H Index
87.7139 Latitude
35:31:58.88 Longitude
-98:14:16.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 281 SPUR Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
4 - Spur Historical Significance
5 Local Bridge ID
NBI Text
15355 Vault Link
http://plansrv1/bridgemaintvault/b15355 GIS FO/SD
FO H Inv. Method
24 Latitude DD
35.533022 Longitude DD
-98.238028 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15660 x
-10935807.2534953 y
4236554.7112054 |
|||||||||||||||||||||||||||||||||||||
| 15260 | 3116 0374 X | 15260 | Haskell | S.H. 31 | SANS CREEK | 3116 0374 X | (3) 10ft. X 7ft. X 50ft. LONG RCB | 1961 | 35.10117778 | -95.1776 | 32.999 | 33 | — | 3 | 0 | 2 | 33 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.7 | 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
15659 BRKEY
15260 NBI No.
15260 On Under
1 Structure No.
3116 0374 X Control No.
016 Lane Ind.
Milepoint
03740 Facility Carried
S.H. 31 Feature Intersected
SANS CREEK Division
01 County
061 Location
3.2 W JCT SH-31/SH-82 Sufficiency
83.7 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.399 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
3 Road Width
33 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.999 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.1 HS Inv. Rating Method
1 HS Inv. Method
37.3 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
15260 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
(3) 10ft. X 7ft. X 50ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3116 0374 X H Index
67 Latitude
35:06:04.24 Longitude
-95:10:39.36 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
16-0374 NBI Text
15260 Vault Link
http://plansrv1/bridgemaintvault/b15260 GIS FO/SD
Meets Standards H Inv. Method
20.7 Latitude DD
35.10117778 Longitude DD
-95.1776 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15659 x
-10595121.9669259 y
4177639.31502256 |
|||||||||||||||||||||||||||||||||||||
| 15259 | 3116 0266 X | 15259 | Haskell | S.H. 31 | SAW CREEK | 3116 0266 X | (3) 10ft. X 10ft. X 40.4ft. LONG RCB | 1961 | 35.10822222 | -95.19465556 | 33.999 | 40.4 | — | 3 | 0 | 2 | 38.301 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.7 | 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
15658 BRKEY
15259 NBI No.
15259 On Under
1 Structure No.
3116 0266 X Control No.
016 Lane Ind.
Milepoint
02660 Facility Carried
S.H. 31 Feature Intersected
SAW CREEK Division
01 County
061 Location
2.7 E JCT SH-2 Sufficiency
81.7 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.301 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
33.999 Deck Width
40.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.8 HS Inv. Rating Method
1 HS Inv. Method
37.7 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
15259 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
(3) 10ft. X 10ft. X 40.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3116 0266 X H Index
68.0584 Latitude
35:06:29.6 Longitude
-95:11:40.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0266 NBI Text
15259 Vault Link
http://plansrv1/bridgemaintvault/b15259 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
35.10822222 Longitude DD
-95.19465556 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15658 x
-10597020.5831803 y
4178597.85436198 |
|||||||||||||||||||||||||||||||||||||
| 15258 | 1935 0066 X | 15258 | Creek | S.H. 99 | CREEK | 1935 0066 X | 3-10ft.X10ft.X140ft. RCB | 1961 | 36.0128 | -96.58375 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15657 BRKEY
15258 NBI No.
15258 On Under
1 Structure No.
1935 0066 X Control No.
035 Lane Ind.
Milepoint
00660 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
08 County
037 Location
0.6 MI N JCT SH 99B Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1961 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
43.963 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N 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
4640 Future ADT Year
2042 Bypass Detour
31.689931 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
15258 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
3-10ft.X10ft.X140ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1935 0066 X H Index
90.5716 Latitude
36:00:46.08 Longitude
-96:35:01.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15258 Vault Link
http://plansrv1/bridgemaintvault/b15258 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.0128 Longitude DD
-96.58375 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15657 x
-10751653.8689048 y
4302382.77527086 |
|||||||||||||||||||||||||||||||||||||
| 15257 | 7284 0029SXC | 15257 | Tulsa | S.H. 135 SD | CREEK | 7284 0029SXC | 5-10ft.X 6ft.X 42ft. R.C.B | 1961 | 36.26355278 | -95.84983611 | 55 | 0 | — | 5 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | B | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15656 BRKEY
15257 NBI No.
15257 On Under
1 Structure No.
7284 0029SXC Control No.
084 Lane Ind.
S Milepoint
00290 Facility Carried
S.H. 135 SD Feature Intersected
CREEK Division
08 County
143 Location
100' S OF SH 135 Sufficiency
93.2 Kind Hwy
8 Level Service
0 Route No.
00135 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1961 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
55 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
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15257 ODOT County
72 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
5-10ft.X 6ft.X 42ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
7284 0029SXC H Index
96.8567 Latitude
36:15:48.79 Longitude
-95:50:59.41 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 135 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
15257 Vault Link
http://plansrv1/bridgemaintvault/b15257 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
36.26355278 Longitude DD
-95.84983611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
15656 x
-10669954.9483839 y
4336946.68975054 |
|||||||||||||||||||||||||||||||||||||
| 15256 | 7284 0029NXC | 15256 | Tulsa | S.H. 135 SD | CREEK | 7284 0029NXC | 5-10ft.X 6ft.X 42ft. R.C.B | 1961 | 36.26435 | -95.84983611 | 55 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | B | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15655 BRKEY
15256 NBI No.
15256 On Under
1 Structure No.
7284 0029NXC Control No.
084 Lane Ind.
N Milepoint
00290 Facility Carried
S.H. 135 SD Feature Intersected
CREEK Division
08 County
143 Location
100' N OF SH 135 Sufficiency
93.2 Kind Hwy
8 Level Service
0 Route No.
00135 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1961 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
55 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
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15256 ODOT County
72 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
5-10ft.X 6ft.X 42ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
7284 0029NXC H Index
95.1332 Latitude
36:15:51.66 Longitude
-95:50:59.41 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 135 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
15256 Vault Link
http://plansrv1/bridgemaintvault/b15256 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
36.26435 Longitude DD
-95.84983611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
15655 x
-10669954.9483839 y
4337056.75555564 |
|||||||||||||||||||||||||||||||||||||
| 15255 | 7284 0029 X | 15255 | Tulsa | S.H. 135 | CREEK | 7284 0029 X | 5-10ft.X 6ft.X 120FT. 8 INCH R.C.B WITH 4 FT. CURTAIN WALLS ON BOTH APRONS. | 1961 | 36.26389722 | -95.84983611 | 55.333 | 0 | — | 5 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 13200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15654 BRKEY
15255 NBI No.
15255 On Under
1 Structure No.
7284 0029 X Control No.
084 Lane Ind.
Milepoint
00290 Facility Carried
S.H. 135 Feature Intersected
CREEK Division
08 County
143 Location
0.1 MI W JCT US 169 Sufficiency
79.6 Kind Hwy
3 Level Service
1 Route No.
00135 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
97.083 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
1961 ADT Total
13200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
6.333 Underclearance Left
7.416 Deck Structure Type
N No. Lanes
6 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
55.333 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21120 Future ADT Year
2042 Bypass Detour
1.242742 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
15255 ODOT County
72 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
5-10ft.X 6ft.X 120FT. 8 INCH R.C.B WITH 4 FT. CURTAIN WALLS ON BOTH APRONS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7284 0029 X H Index
90.4565 Latitude
36:15:50.03 Longitude
-95:50:59.41 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 135 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15255 Vault Link
http://plansrv1/bridgemaintvault/b15255 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
36.26389722 Longitude DD
-95.84983611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15654 x
-10669954.9483839 y
4336994.24369552 |
|||||||||||||||||||||||||||||||||||||
| 15167 | 0702 0072 X | 15167 | Bryan | OLD RIVER RD | U.S. 69 UNDER | 0702 0072 X | 35ft.-65ft.-65ft.-35ft. I-BEAM SK 30 DEG. | 1960 | 33.83111111 | -96.52722222 | 202.1 | 31.001 | — | 4 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15653 BRKEY
15167 NBI No.
15167 On Under
1 Structure No.
0702 0072 X Control No.
Lane Ind.
Milepoint
Facility Carried
OLD RIVER RD Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
0.72 N TX S/L Sufficiency
73.1 Kind Hwy
4 Level Service
1 Route No.
00000 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
07 - Major Collector (Rural) Year Built
1960 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
202.1 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.
1 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
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
1510 Max Measured Clearance
1610 Min Measured Clearance
1600 NBI Rating
15167 ODOT County
07 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
35ft.-65ft.-65ft.-35ft. I-BEAM SK 30 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0702 0072 X H Index
86.9504 Latitude
33:49:52 Longitude
-96:31:38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
OLD RIVER RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
005 NBI Text
15167 Vault Link
http://plansrv1/bridgemaintvault/b15167 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
33.83111111 Longitude DD
-96.52722222 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15653 x
-10745361.2252196 y
4006146.85609164 |
|||||||||||||||||||||||||||||||||||||
| 15165 | 6340 0197 X | 15165 | Pottawatomie | CO. RD. | I-40 UNDER | 6340 0197 X | 30ft.,3-44ft.,30ft. CONT. | 1960 | 35.38375556 | -97.107125 | 193.898 | 22.966 | — | 5 | 0 | 2 | 20.013 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.4 | Fair (5) | 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 | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15651 BRKEY
15165 NBI No.
15165 On Under
1 Structure No.
6340 0197 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
125 Location
2 MI E OK C/L Sufficiency
63.4 Kind Hwy
4 Level Service
1 Route No.
N3310 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
300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
20.013 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
4.921 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
193.898 Deck Width
22.966 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
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.589 HS Inv. Rating Method
1 HS Inv. Method
22.487 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 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
15165 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.,3-44ft.,30ft. CONT. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0197 X H Index
81.8516 Latitude
35:23:01.52 Longitude
-97:06:25.65 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15165 Vault Link
http://plansrv1/bridgemaintvault/b15165 GIS FO/SD
Meets Standards H Inv. Method
15.322 Latitude DD
35.38375556 Longitude DD
-97.107125 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15651 x
-10809915.7073988 y
4216155.05750326 |
|||||||||||||||||||||||||||||||||||||
| 15163 | 6606R1421 X | 15163 | Rogers | U.S. 169 | S. FORK TALALA CREEK | 6606 1421 X | 3-60ft. I-BM SPAN w/SC | 1960 | 36.557675 | -95.687925 | 184.055 | 30.84 | — | 3 | 30 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.9 | Poor (4) | Satisfactory (6) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
15649 BRKEY
15163 NBI No.
15163 On Under
1 Structure No.
6606R1421 X Control No.
006 Lane Ind.
Milepoint
14210 Facility Carried
U.S. 169 Feature Intersected
S. FORK TALALA CREEK Division
08 County
131 Location
3.1 MI S NOWATA C/L Sufficiency
47.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1960 ADT Total
6100 ADT Year
2009 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.963 Span Type Main
M Material
3 - Steel Design
02 Length
184.055 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.454 HS Inv. Rating Method
1 HS Inv. Method
41.116 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2029 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15163 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM SPAN w/SC Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6606 1421 X H Index
63.3376 Latitude
36:33:27.63 Longitude
-95:41:16.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15163 Vault Link
http://plansrv1/bridgemaintvault/b15163 GIS FO/SD
SD H Inv. Method
32.849 Latitude DD
36.557675 Longitude DD
-95.687925 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15649 x
-10651931.0860649 y
4377630.42197186 |
|||||||||||||||||||||||||||||||||||||
| 15162 | 2004 0274 X | 15162 | Custer | CUSTER CITY RD. | I-40 UNDER | 2004 0274 X | 32ft.-59ft.-59ft.-32ft. CONT. CONC. SLAB SPANS | 1960 | 35.51583333 | -98.87027778 | 184.055 | 29.003 | — | 4 | 0 | 2 | 24.003 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15648 BRKEY
15162 NBI No.
15162 On Under
1 Structure No.
2004 0274 X Control No.
Lane Ind.
Milepoint
Facility Carried
CUSTER CITY RD. Feature Intersected
I-40 UNDER Division
05 County
039 Location
2.3 MI E JCT I-40 BUS. Sufficiency
76.4 Kind Hwy
4 Level Service
1 Route No.
02003 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
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
4.902 Underclearance Left
13.999 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
184.055 Deck Width
29.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1608 Min Measured Clearance
1506 NBI Rating
15162 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
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft.-59ft.-59ft.-32ft. CONT. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 0274 X H Index
90.3741 Latitude
35:30:57 Longitude
-98:52:13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
FAS 2003 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15162 Vault Link
http://plansrv1/bridgemaintvault/b15162 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.51583333 Longitude DD
-98.87027778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15648 x
-11006188.9770591 y
4234203.67354055 |
|||||||||||||||||||||||||||||||||||||
| 15070 | 5233 1898EX | 15070 | Noble | I-35 N.B. | GARBER RD. UNDER | 5233 1898EX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS | 1960 | 36.43425 | -97.32679167 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.6 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15645 BRKEY
15070 NBI No.
15070 On Under
1 Structure No.
5233 1898EX Control No.
033 Lane Ind.
E Milepoint
18980 Facility Carried
I-35 N.B. Feature Intersected
GARBER RD. UNDER Division
04 County
103 Location
2.4 MI N JCT US 412 Sufficiency
80.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1306 Max Measured Clearance
1309 Min Measured Clearance
1308 NBI Rating
15070 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
3 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1898EX H Index
72.1291 Latitude
36:26:03.3 Longitude
-97:19:36.45 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 N.B. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15070 Vault Link
http://plansrv1/bridgemaintvault/b15070 GIS FO/SD
FO H Inv. Method
22 Latitude DD
36.43425 Longitude DD
-97.32679167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15645 x
-10834368.8892474 y
4360539.19835804 |
|||||||||||||||||||||||||||||||||||||
| 15069 | 5233 1898WX | 15069 | Noble | I-35 S.B. | GARBER RD. UNDER | 5233 1898WX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS | 1960 | 36.43425278 | -97.32715833 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15644 BRKEY
15069 NBI No.
15069 On Under
1 Structure No.
5233 1898WX Control No.
033 Lane Ind.
W Milepoint
18980 Facility Carried
I-35 S.B. Feature Intersected
GARBER RD. UNDER Division
04 County
103 Location
2.4 MI N JCT US 412 Sufficiency
92.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 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
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1306 Max Measured Clearance
1404 Min Measured Clearance
1400 NBI Rating
15069 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
3 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1898WX H Index
87.8286 Latitude
36:26:03.31 Longitude
-97:19:37.77 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 S.B. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15069 Vault Link
http://plansrv1/bridgemaintvault/b15069 GIS FO/SD
FO H Inv. Method
22 Latitude DD
36.43425278 Longitude DD
-97.32715833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15644 x
-10834409.7056519 y
4360539.58301089 |
|||||||||||||||||||||||||||||||||||||
| 15068 | 0848 1345NX | 15068 | Caddo | I-40 WB | BRIDGE PORT RD. UNDER | 0848 1345NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1960 | 35.529389 | -98.385961 | 102.034 | 43.002 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15643 BRKEY
15068 NBI No.
15068 On Under
1 Structure No.
0848 1345NX Control No.
048 Lane Ind.
N Milepoint
13450 Facility Carried
I-40 WB Feature Intersected
BRIDGE PORT RD. UNDER Division
05 County
015 Location
10.4 MI E JCT S.H. 58 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
9250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
43.002 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
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1501 Min Measured Clearance
1400 NBI Rating
15068 ODOT County
08 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1345NX H Index
89.9278 Latitude
35:31:45.8 Longitude
-98:23:09.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15068 Vault Link
http://plansrv1/bridgemaintvault/b15068 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.529389 Longitude DD
-98.385961 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15643 x
-10952275.0797269 y
4236057.75354335 |
|||||||||||||||||||||||||||||||||||||
| 15067 | 0848 1345SX | 15067 | Caddo | I-40 EB | BRIDGE PORT RD. UNDER | 0848 1345SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1960 | 35.529092 | -98.385961 | 102.034 | 43.002 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15642 BRKEY
15067 NBI No.
15067 On Under
1 Structure No.
0848 1345SX Control No.
048 Lane Ind.
S Milepoint
13450 Facility Carried
I-40 EB Feature Intersected
BRIDGE PORT RD. UNDER Division
05 County
015 Location
10.4 MI E JCT S.H. 58 Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
M Existing Posting
-1 Max Measured Clearance
1410 Min Measured Clearance
1310 NBI Rating
15067 ODOT County
08 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1345SX H Index
87.752 Latitude
35:31:44.73 Longitude
-98:23:09.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15067 Vault Link
http://plansrv1/bridgemaintvault/b15067 GIS FO/SD
FO H Inv. Method
24 Latitude DD
35.529092 Longitude DD
-98.385961 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15642 x
-10952275.0797269 y
4236017.12794166 |
|||||||||||||||||||||||||||||||||||||
| 15354 | 5233 1400 X | 15354 | Noble | CO. RD. E0450 | I-35 UNDER | 5233 1400 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1961 | 36.36212222 | -97.32728056 | 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
15641 BRKEY
15354 NBI No.
15354 On Under
1 Structure No.
5233 1400 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0450 Feature Intersected
I-35 UNDER Division
04 County
103 Location
2.6 MI S JCT US 412 Sufficiency
78.2 Kind Hwy
4 Level Service
1 Route No.
5264C 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
1961 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
18.497 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.101 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
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
1606 Min Measured Clearance
1605 NBI Rating
15354 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 1400 X H Index
88.8996 Latitude
36:21:43.64 Longitude
-97:19:38.21 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0450 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15354 Vault Link
http://plansrv1/bridgemaintvault/b15354 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.36212222 Longitude DD
-97.32728056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15641 x
-10834423.3122333 y
4350563.91779771 |
|||||||||||||||||||||||||||||||||||||
| 15353 | 5568 1925 X | 15353 | Oklahoma | HARRAH RD. | I-40 UNDER | 5568 1894 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1961 | 35.38402778 | -97.15972778 | 172.001 | 32.999 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15640 BRKEY
15353 NBI No.
15353 On Under
1 Structure No.
5568 1925 X Control No.
Lane Ind.
Milepoint
Facility Carried
HARRAH RD. Feature Intersected
I-40 UNDER Division
04 County
109 Location
7.3 MI E OF JCT I240 Sufficiency
63 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
17 - Collector (Urban) Year Built
1961 ADT Total
4000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
18.501 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.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6400 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
15353 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
6 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 1894 X H Index
87.9783 Latitude
35:23:02.5 Longitude
-97:09:35.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
HARRAH RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15353 Vault Link
http://plansrv1/bridgemaintvault/b15353 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.38402778 Longitude DD
-97.15972778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15640 x
-10815771.4220827 y
4216192.22632487 |
|||||||||||||||||||||||||||||||||||||
| 15352 | 5568R1725 X | 15352 | Oklahoma | LUTHER RD. | I-40 UNDER | 5568 1695 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH TR-4 RAILS | 1961 | 35.384153 | -97.195069 | 172.001 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.4 | Poor (4) | Very good (8) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 700 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15639 BRKEY
15352 NBI No.
15352 On Under
1 Structure No.
5568R1725 X Control No.
Lane Ind.
Milepoint
Facility Carried
LUTHER RD. Feature Intersected
I-40 UNDER Division
04 County
109 Location
5.3 MI E OF JCT I240 Sufficiency
54.4 Kind Hwy
5 Level Service
1 Route No.
00000 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
17 - Collector (Urban) Year Built
1961 ADT Total
700 ADT Year
2018 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.199 Underclearance Left
19.199 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
172.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
32.518 HS Inv. Rating Method
1 HS Inv. Method
19.511 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1120 Future ADT Year
2038 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1701 Min Measured Clearance
1606 NBI Rating
15352 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
0.299 Rt. Curb SW
0.299 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH TR-4 RAILS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1695 X H Index
85.3462 Latitude
35:23:02.95 Longitude
-97:11:42.25 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
LUTHER ROAD Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15352 Vault Link
http://plansrv1/bridgemaintvault/b15352 GIS FO/SD
FO H Inv. Method
14.22 Latitude DD
35.384153 Longitude DD
-97.195069 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15639 x
-10819705.5886971 y
4216209.32386107 |
|||||||||||||||||||||||||||||||||||||
| 15351 | 5233 1350 X | 15351 | Noble | CO. RD. E0455 | I-35 UNDER | 5233 1350 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1961 | 36.3548 | -97.32725556 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | 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
15638 BRKEY
15351 NBI No.
15351 On Under
1 Structure No.
5233 1350 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0455 Feature Intersected
I-35 UNDER Division
04 County
103 Location
5.5 MI N JCT US 77 Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0455 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
1961 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
9.498 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.199 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.
4 Deck Rating
6 Super Rating
7 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
80 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
1609 Min Measured Clearance
1605 NBI Rating
15351 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 1350 X H Index
84.48 Latitude
36:21:17.28 Longitude
-97:19:38.12 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. 0E45.5 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15351 Vault Link
http://plansrv1/bridgemaintvault/b15351 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.3548 Longitude DD
-97.32725556 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15638 x
-10834420.529246 y
4349551.77113802 |
|||||||||||||||||||||||||||||||||||||
| 15350 | 5233 1100 X | 15350 | Noble | CO. RD. E0480 | I-35 UNDER | 5233 1100 X | 31ft.-56.5ft.-56.5ft.-31ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1961 | 36.318628 | -97.328597 | 176.837 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | 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
15637 BRKEY
15350 NBI No.
15350 On Under
1 Structure No.
5233 1100 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0480 Feature Intersected
I-35 UNDER Division
04 County
103 Location
3 MI N JCT US 77 Sufficiency
83.1 Kind Hwy
4 Level Service
1 Route No.
E0480 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
1961 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
9.6 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.101 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
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
2 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
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
1607 Min Measured Clearance
1605 NBI Rating
15350 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
31ft.-56.5ft.-56.5ft.-31ft. 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 1100 X H Index
93.0743 Latitude
36:19:07.06 Longitude
-97:19:42.95 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E048.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15350 Vault Link
http://plansrv1/bridgemaintvault/b15350 GIS FO/SD
FO H Inv. Method
18 Latitude DD
36.318628 Longitude DD
-97.328597 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15637 x
-10834569.8576637 y
4344553.13054959 |
|||||||||||||||||||||||||||||||||||||
| 15349 | 5233 1000 X | 15349 | Noble | CO. RD. E0490 | I-35 UNDER | 5233 1000 X | 31ft.-56.5ft.-56.5ft.-31ft. CONT. CONC. SLAB SPANS W/ 2-1.5 SAFETY CURBS | 1961 | 36.30413611 | -97.32841389 | 176.837 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.6 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15636 BRKEY
15349 NBI No.
15349 On Under
1 Structure No.
5233 1000 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0490 Feature Intersected
I-35 UNDER Division
04 County
103 Location
2.0 MI N JCT US 77 Sufficiency
79.6 Kind Hwy
4 Level Service
1 Route No.
E0490 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
1961 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
18.698 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.4 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 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
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
1603 Max Measured Clearance
1606 Min Measured Clearance
1603 NBI Rating
15349 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
31ft.-56.5ft.-56.5ft.-31ft. CONT. CONC. SLAB SPANS W/ 2-1.5 SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1000 X H Index
83.6983 Latitude
36:18:14.89 Longitude
-97:19:42.29 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E049.0 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15349 Vault Link
http://plansrv1/bridgemaintvault/b15349 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.30413611 Longitude DD
-97.32841389 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15636 x
-10834549.4739518 y
4342551.13441858 |
|||||||||||||||||||||||||||||||||||||
| 15160 | 0848 0900 X | 15160 | Caddo | BETHEL RD. | I-40 UNDER | 0848 0900 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS | 1960 | 35.529164 | -98.464942 | 171.916 | 29.003 | — | 4 | 0 | 2 | 24.003 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | 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
15628 BRKEY
15160 NBI No.
15160 On Under
1 Structure No.
0848 0900 X Control No.
Lane Ind.
Milepoint
Facility Carried
BETHEL RD. Feature Intersected
I-40 UNDER Division
05 County
015 Location
6.0 MI E JCT S.H. 58 Sufficiency
94.3 Kind Hwy
4 Level Service
1 Route No.
0880C 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
10 Underclearance Left
18.501 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
171.916 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
7 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
6 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
34 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
1609 Min Measured Clearance
1603 NBI Rating
15160 ODOT County
08 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 Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 0900 X H Index
98.5472 Latitude
35:31:44.99 Longitude
-98:27:53.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
BETHEL RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15160 Vault Link
http://plansrv1/bridgemaintvault/b15160 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.529164 Longitude DD
-98.464942 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
15628 x
-10961067.2044292 y
4236026.97655857 |
|||||||||||||||||||||||||||||||||||||
| 15159 | 5233 2301 X | 15159 | Noble | CO. RD. E0360 | I-35 UNDER | 5233 2301 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.49233889 | -97.33074167 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | Satisfactory (6) | 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 | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15627 BRKEY
15159 NBI No.
15159 On Under
1 Structure No.
5233 2301 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0360 Feature Intersected
I-35 UNDER Division
04 County
103 Location
3.1 MI S JCT SH 15 Sufficiency
82.5 Kind Hwy
4 Level Service
1 Route No.
5206C 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
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
9.4 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.599 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 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
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 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
1511 Max Measured Clearance
1611 Min Measured Clearance
1602 NBI Rating
15159 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 2301 X H Index
91.6291 Latitude
36:29:32.42 Longitude
-97:19:50.67 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0360 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15159 Vault Link
http://plansrv1/bridgemaintvault/b15159 GIS FO/SD
FO H Inv. Method
18 Latitude DD
36.49233889 Longitude DD
-97.33074167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15627 x
-10834808.601236 y
4368579.63934166 |
|||||||||||||||||||||||||||||||||||||
| 15158 | 5233R2611 X | 15158 | Noble | S.H. 15 | I-35 UNDER | 5233 2611 X | 31ft.-57ft.-57ft.-31ft. CONT.CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.53558333 | -97.34465278 | 178.15 | 32.999 | — | 4 | 13 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.4 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 800 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
15626 BRKEY
15158 NBI No.
15158 On Under
1 Structure No.
5233R2611 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 15 Feature Intersected
I-35 UNDER Division
04 County
103 Location
SH 15; @ JCT I-35 Sufficiency
53.4 Kind Hwy
3 Level Service
1 Route No.
00015 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
07 - Major Collector (Rural) Year Built
1960 ADT Total
800 ADT Year
2015 Design Load
H 20 Skew
13 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
178.15 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.28 HS Inv. Rating Method
1 HS Inv. Method
30.71 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2035 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1610 Min Measured Clearance
1601 NBI Rating
15158 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
31ft.-57ft.-57ft.-31ft. CONT.CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5233 2611 X H Index
64.9907 Latitude
36:32:08.1 Longitude
-97:20:40.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 15 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15158 Vault Link
http://plansrv1/bridgemaintvault/b15158 GIS FO/SD
SD H Inv. Method
19.67 Latitude DD
36.53558333 Longitude DD
-97.34465278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15626 x
-10836357.1789176 y
4374569.28475156 |
|||||||||||||||||||||||||||||||||||||
| 15157 | 3625R1099 X | 15157 | Kay | HUBBARD RD. | I-35 UNDER | 3625 1099 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1960 | 36.75332222 | -97.34618333 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.9 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 355 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15625 BRKEY
15157 NBI No.
15157 On Under
1 Structure No.
3625R1099 X Control No.
Lane Ind.
Milepoint
Facility Carried
HUBBARD RD. Feature Intersected
I-35 UNDER Division
04 County
071 Location
11 MI N NOBLE C/L Sufficiency
35.9 Kind Hwy
4 Level Service
1 Route No.
3630C 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
355 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.596 Underclearance Left
18.399 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.597 HS Inv. Rating Method
1 HS Inv. Method
18.629 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
568 Future ADT Year
2034 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1607 Min Measured Clearance
1605 NBI Rating
15157 ODOT County
36 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 W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1099 X H Index
48.2904 Latitude
36:45:11.96 Longitude
-97:20:46.26 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
HUBBARD ROAD Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15157 Vault Link
http://plansrv1/bridgemaintvault/b15157 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.75332222 Longitude DD
-97.34618333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15625 x
-10836527.5589643 y
4404778.63539488 |
|||||||||||||||||||||||||||||||||||||
| 15156 | 5233 2911 X | 15156 | Noble | CO. RD. E0300 | I-35 UNDER | 5233 2911 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.57898889 | -97.34598056 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.7 | 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 | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15624 BRKEY
15156 NBI No.
15156 On Under
1 Structure No.
5233 2911 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0300 Feature Intersected
I-35 UNDER Division
04 County
103 Location
3.0 MI N OF JCT SH 15 Sufficiency
70.7 Kind Hwy
4 Level Service
1 Route No.
E0300 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
9.59 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.999 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
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
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
1703 Min Measured Clearance
1610 NBI Rating
15156 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 2911 X H Index
89.9524 Latitude
36:34:44.36 Longitude
-97:20:45.53 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E030.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15156 Vault Link
http://plansrv1/bridgemaintvault/b15156 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.57898889 Longitude DD
-97.34598056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15624 x
-10836504.9867111 y
4380584.61557054 |
|||||||||||||||||||||||||||||||||||||
| 15066 | 6029 0690WX | 15066 | Payne | I-35 SB | CO. RD. E0640 UNDER | 6029 0690WX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED RAILS | 1960 | 36.086611 | -97.345344 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15623 BRKEY
15066 NBI No.
15066 On Under
1 Structure No.
6029 0690WX Control No.
029 Lane Ind.
W Milepoint
06900 Facility Carried
I-35 SB Feature Intersected
CO. RD. E0640 UNDER Division
04 County
119 Location
2.0 MI S JCT SH 51 Sufficiency
91.2 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
10100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 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
8 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16160 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
Y Existing Posting
1306 Max Measured Clearance
1401 Min Measured Clearance
1309 NBI Rating
15066 ODOT County
60 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
4 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 0690WX H Index
93.6701 Latitude
36:05:11.8 Longitude
-97:20:43.24 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15066 Vault Link
http://plansrv1/bridgemaintvault/b15066 GIS FO/SD
FO H Inv. Method
19.6 Latitude DD
36.086611 Longitude DD
-97.345344 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15623 x
-10836434.125176 y
4312545.4657906 |
|||||||||||||||||||||||||||||||||||||
| 15065 | 6029 0690EX | 15065 | Payne | I-35 N.B. | CO. RD. E0640 UNDER | 6029 0690EX | 30ft.-40ft.-30ft. CONT.CONC.SLAB SPANS W/ 5in. H-D OVERLAY & F-SHAPED RAILS | 1960 | 36.086611 | -97.344981 | 102.034 | 42.999 | — | 3 | 0 | 2 | 38.497 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15622 BRKEY
15065 NBI No.
15065 On Under
1 Structure No.
6029 0690EX Control No.
029 Lane Ind.
E Milepoint
06900 Facility Carried
I-35 N.B. Feature Intersected
CO. RD. E0640 UNDER Division
04 County
119 Location
2.0 MI S JCT SH 51 Sufficiency
91.2 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.497 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
1960 ADT Total
10150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.497 Ref. Underclearance Rt.
H Underclearance Right
7.799 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.497 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 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
8 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1306 Max Measured Clearance
1504 Min Measured Clearance
1503 NBI Rating
15065 ODOT County
60 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
4 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-40ft.-30ft. CONT.CONC.SLAB SPANS W/ 5in. H-D OVERLAY & F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 0690EX H Index
94.6193 Latitude
36:05:11.8 Longitude
-97:20:41.93 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15065 Vault Link
http://plansrv1/bridgemaintvault/b15065 GIS FO/SD
FO H Inv. Method
19.6 Latitude DD
36.086611 Longitude DD
-97.344981 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15622 x
-10836393.7162009 y
4312545.4657906 |
|||||||||||||||||||||||||||||||||||||
| 15064 | 0848 0498SX | 15064 | Caddo | I-40 EB | CO. RD. UNDER | 0848 0498SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 18 DEG. R.F. | 1960 | 35.531675 | -98.535661 | 102.034 | 43.002 | — | 3 | 18 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15621 BRKEY
15064 NBI No.
15064 On Under
1 Structure No.
0848 0498SX Control No.
048 Lane Ind.
S Milepoint
04980 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
05 County
015 Location
2 .0 MI E JCT S.H. 58 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
7.3 Underclearance Left
8.199 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1510 Min Measured Clearance
1407 NBI Rating
15064 ODOT County
08 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 18 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 0498SX H Index
91.2654 Latitude
35:31:54.03 Longitude
-98:32:08.38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15064 Vault Link
http://plansrv1/bridgemaintvault/b15064 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.531675 Longitude DD
-98.535661 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15621 x
-10968939.6074986 y
4236370.45260173 |
|||||||||||||||||||||||||||||||||||||
| 15063 | 0848 0498NX | 15063 | Caddo | I-40 WB | CO. RD. UNDER | 0848 0498NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 18 DEG. L.F. | 1960 | 35.531986 | -98.535661 | 102.034 | 43.002 | — | 3 | 18 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15620 BRKEY
15063 NBI No.
15063 On Under
1 Structure No.
0848 0498NX Control No.
048 Lane Ind.
N Milepoint
04980 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
05 County
015 Location
2.0 MI E JCT S.H. 58 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
9600 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
7.3 Underclearance Left
8.301 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15360 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1507 Min Measured Clearance
1410 NBI Rating
15063 ODOT County
08 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 18 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 0498NX H Index
90.9213 Latitude
35:31:55.15 Longitude
-98:32:08.38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15063 Vault Link
http://plansrv1/bridgemaintvault/b15063 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.531986 Longitude DD
-98.535661 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15620 x
-10968939.6074986 y
4236412.99458819 |
|||||||||||||||||||||||||||||||||||||
| 15348 | 6340 0710 X | 15348 | Pottawatomie | CO. RD. | I-40 UNDER | 6340 0710 X | 30ft.-55ft.-55ft.-30ft. CONT | 1961 | 35.380475 | -97.01826389 | 171.916 | 26.903 | — | 4 | 0 | 2 | 23.95 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15617 BRKEY
15348 NBI No.
15348 On Under
1 Structure No.
6340 0710 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
125 Location
7.1 MI E OK C/L Sufficiency
71.7 Kind Hwy
5 Level Service
1 Route No.
N3560 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 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
1961 ADT Total
500 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
15.092 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.95 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 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
800 Future ADT Year
2042 Bypass Detour
1.242742 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
15348 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
0 Rt. Curb SW
0 Description
30ft.-55ft.-55ft.-30ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0710 X H Index
88.9381 Latitude
35:22:49.71 Longitude
-97:01:05.75 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15348 Vault Link
http://plansrv1/bridgemaintvault/b15348 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.380475 Longitude DD
-97.01826389 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15617 x
-10800023.7338822 y
4215707.140875 |
|||||||||||||||||||||||||||||||||||||
| 15347 | 5568R1525 X | 15347 | Oklahoma | FAU 9701 TRIPLE XX | I-40 UNDER | 5568 1497 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1961 | 35.38426389 | -97.23046111 | 172.001 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 10.6 | Failed (0) | Failed (0) | Failed (0) | Failed (0) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 1000 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
15616 BRKEY
15347 NBI No.
15347 On Under
1 Structure No.
5568R1525 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9701 TRIPLE XX Feature Intersected
I-40 UNDER Division
04 County
109 Location
3.3 MI E OF JCT I240 Sufficiency
10.6 Kind Hwy
5 Level Service
1 Route No.
09701 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
17 - Collector (Urban) Year Built
1961 ADT Total
1000 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.301 Underclearance Left
16.499 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
172.001 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.
3 Deck Rating
0 Super Rating
0 Sub Rating
0 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
! Waterway Adequacy
N Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2036 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
15347 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
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1497 X H Index
92.1858 Latitude
35:23:03.35 Longitude
-97:13:49.66 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
FAU 9701 TRIPLE XXX RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15347 Vault Link
http://plansrv1/bridgemaintvault/b15347 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.38426389 Longitude DD
-97.23046111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15616 x
-10823645.4203604 y
4216224.46480154 |
|||||||||||||||||||||||||||||||||||||
| 15346 | 0905 1422 X | 15346 | Canadian | FORT RENO RD. | I-40 UNDER | 0905 1422 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1961 | 35.529544 | -98.061125 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.2 | 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
15615 BRKEY
15346 NBI No.
15346 On Under
1 Structure No.
0905 1422 X Control No.
Lane Ind.
Milepoint
Facility Carried
FORT RENO RD. Feature Intersected
I-40 UNDER Division
04 County
017 Location
14.2 MI. E. CADDO CO Sufficiency
76.2 Kind Hwy
4 Level Service
1 Route No.
0948C 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
1961 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
8.701 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 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
1 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
5 Underclearance
2 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
160 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
15346 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
2.5 Rt. Curb SW
2.5 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 1422 X H Index
88.3812 Latitude
35:31:46.36 Longitude
-98:03:40.05 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
FORT RENO RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15346 Vault Link
http://plansrv1/bridgemaintvault/b15346 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.529544 Longitude DD
-98.061125 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15615 x
-10916114.5016155 y
4236078.95551641 |
|||||||||||||||||||||||||||||||||||||
| 15345 | 5567R0247 X | 15345 | Oklahoma | FAU 9620 (BRITTON | U.S. 77 UNDER | 5567R0247 X | 30ft.-52ft.-52ft.-30ft. I-BM.SPANSWITH 2-3ft. SIDEWALK | 1961 | 35.565 | -97.51333333 | 165 | 62.001 | — | 4 | 0 | 4 | 53.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.1 | Poor (4) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7600 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
15614 BRKEY
15345 NBI No.
15345 On Under
1 Structure No.
5567R0247 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9620 (BRITTON Feature Intersected
U.S. 77 UNDER Division
04 County
109 Location
1 MI EAST OF WESTERN Sufficiency
56.1 Kind Hwy
5 Level Service
1 Route No.
09620 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.999 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
7600 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
53.999 Ref. Underclearance Rt.
H Underclearance Right
8.701 Underclearance Left
16.099 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
165 Deck Width
62.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
25.022 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12160 Future ADT Year
2022 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15345 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
30ft.-52ft.-52ft.-30ft. I-BM.SPANSWITH 2-3ft. SIDEWALK Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5567R0247 X H Index
100 Latitude
35:33:54 Longitude
-97:30:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
FAU 9620 (BRITTON 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
15345 Vault Link
http://plansrv1/bridgemaintvault/b15345 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.565 Longitude DD
-97.51333333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15614 x
-10855134.6118503 y
4240929.94951937 |
|||||||||||||||||||||||||||||||||||||
| 15344 | 5567R0047 X | 15344 | Oklahoma | NW 63 ST. (FAU R | U.S. 77 UNDER | 5567R0047 X | 30ft.-52ft.-52ft.-30ft. I-BM.SPANSWITH 2-3ft. SIDEWALKS | 1961 | 35.53666667 | -97.51333333 | 165 | 62.001 | — | 4 | 0 | 4 | 53.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.9 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 11000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
15613 BRKEY
15344 NBI No.
15344 On Under
1 Structure No.
5567R0047 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 63 ST. (FAU R Feature Intersected
U.S. 77 UNDER Division
04 County
109 Location
1 MI E OF WESTERN Sufficiency
44.9 Kind Hwy
5 Level Service
1 Route No.
09580 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1961 ADT Total
11000 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
53.999 Ref. Underclearance Rt.
H Underclearance Right
11.299 Underclearance Left
13.501 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
165 Deck Width
62.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
25.022 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
33000 Future ADT Year
2019 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15344 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
30ft.-52ft.-52ft.-30ft. I-BM.SPANSWITH 2-3ft. SIDEWALKS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5567R0047 X H Index
68.38 Latitude
35:32:12 Longitude
-97:30:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
NW 63 ST. (FAU R 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
15344 Vault Link
http://plansrv1/bridgemaintvault/b15344 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.53666667 Longitude DD
-97.51333333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15613 x
-10855134.6118503 y
4237053.28781848 |
|||||||||||||||||||||||||||||||||||||
| 15343 | 7281R0668WX | 15343 | Tulsa | U.S. 169 | E 56TH N ST. UNDER | 7281 0668EX | 31ft.-52ft.-52ft.-31ft. CONT | 1961 | 36.234825 | -95.84825 | 166.995 | 32.999 | — | 4 | 9 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.7 | Fair (5) | Poor (4) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15612 BRKEY
15343 NBI No.
15343 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
49.7 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
28900 ADT Year
2014 Design Load
H 20 Skew
9 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
7.999 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
4 Super Rating
6 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
46240 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
N Existing Posting
1411 Max Measured Clearance
1600 Min Measured Clearance
1506 NBI Rating
15343 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 0668EX H Index
73.2409 Latitude
36:14:05.37 Longitude
-95:50:53.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15343 Vault Link
http://plansrv1/bridgemaintvault/b15343 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
36.234825 Longitude DD
-95.84825 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15612 x
-10669778.3834264 y
4332981.22367932 |
|||||||||||||||||||||||||||||||||||||
| 15155 | 5233 2811 X | 15155 | Noble | CO. RD. E0310 | I-35 UNDER | 5233 2811 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W 2-1.5ft. SAFETY CURBS | 1960 | 36.564525 | -97.34594167 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | 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
15605 BRKEY
15155 NBI No.
15155 On Under
1 Structure No.
5233 2811 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0310 Feature Intersected
I-35 UNDER Division
04 County
103 Location
2.0 MI N JCT SH 15 Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0310 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
9.498 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.999 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
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
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
80 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
1606 Max Measured Clearance
1703 Min Measured Clearance
1609 NBI Rating
15155 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 2811 X H Index
89.9501 Latitude
36:33:52.29 Longitude
-97:20:45.39 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0310 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15155 Vault Link
http://plansrv1/bridgemaintvault/b15155 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.564525 Longitude DD
-97.34594167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15605 x
-10836500.6574961 y
4378579.77150458 |
|||||||||||||||||||||||||||||||||||||
| 15154 | 5233 2711 X | 15154 | Noble | CO. RD. E0320 | I-35 UNDER | 5233 2711 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.55004722 | -97.3459 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15604 BRKEY
15154 NBI No.
15154 On Under
1 Structure No.
5233 2711 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0320 Feature Intersected
I-35 UNDER Division
04 County
103 Location
1.0 MI N JCT SH 15 Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0320 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
9.4 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.4 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
7 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
80 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
1604 Max Measured Clearance
1702 Min Measured Clearance
1607 NBI Rating
15154 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 2711 X H Index
89.7479 Latitude
36:33:00.17 Longitude
-97:20:45.24 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0320 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15154 Vault Link
http://plansrv1/bridgemaintvault/b15154 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.55004722 Longitude DD
-97.3459 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15604 x
-10836496.0188129 y
4376573.37803014 |
|||||||||||||||||||||||||||||||||||||
| 15153 | 5233 2405 X | 15153 | Noble | CO. RD. E0350 | I-35 UNDER | 5233 2405 X | 30ft.-55ft.-55ft.-30ft. CONT.CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.50661389 | -97.33665278 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | Satisfactory (6) | Fair (5) | 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
15603 BRKEY
15153 NBI No.
15153 On Under
1 Structure No.
5233 2405 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0350 Feature Intersected
I-35 UNDER Division
04 County
103 Location
2.0 MI S JCT SH 15 Sufficiency
82.5 Kind Hwy
4 Level Service
1 Route No.
E0350 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
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 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
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 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
1606 Max Measured Clearance
1703 Min Measured Clearance
1603 NBI Rating
15153 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 2405 X H Index
92.1723 Latitude
36:30:23.81 Longitude
-97:20:11.95 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0350 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15153 Vault Link
http://plansrv1/bridgemaintvault/b15153 GIS FO/SD
FO H Inv. Method
18 Latitude DD
36.50661389 Longitude DD
-97.33665278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15603 x
-10835466.6229913 y
4370556.45271704 |
|||||||||||||||||||||||||||||||||||||
| 15152 | 5233 2098 X | 15152 | Noble | CO. RD. E0380 | I-35 UNDER | 5233 2098 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1960 | 36.46344444 | -97.32728889 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.5 | Fair (5) | Fair (5) | Good (7) | Fair (5) | 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
15602 BRKEY
15152 NBI No.
15152 On Under
1 Structure No.
5233 2098 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0380 Feature Intersected
I-35 UNDER Division
04 County
103 Location
4.4 MI N JCT US 412 Sufficiency
71.5 Kind Hwy
4 Level Service
1 Route No.
E0380 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
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
9.101 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 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
1507 Max Measured Clearance
1606 Min Measured Clearance
1510 NBI Rating
15152 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
0 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 2098 X H Index
90.0998 Latitude
36:27:48.4 Longitude
-97:19:38.24 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0380 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15152 Vault Link
http://plansrv1/bridgemaintvault/b15152 GIS FO/SD
FO H Inv. Method
18 Latitude DD
36.46344444 Longitude DD
-97.32728889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15602 x
-10834424.2395246 y
4364579.4276131 |