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 | |||||||||||||||||||||||||||||||||||||
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| 15860 | 6118 0709 X | 15860 | Pittsburg | S.H. 31 | GAINES CREEK | 6118 0709 X | 3-150ft. CONT. PLATE G | 1963 | 34.9668 | -95.624097 | 452 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16181 BRKEY
15860 NBI No.
15860 On Under
1 Structure No.
6118 0709 X Control No.
018 Lane Ind.
Milepoint
07090 Facility Carried
S.H. 31 Feature Intersected
GAINES CREEK Division
02 County
121 Location
7.2 MI NE JCT US 270 Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1963 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
452 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
91.9 HS Inv. Rating Method
3 HS Inv. Method
70.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15860 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-150ft. CONT. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6118 0709 X H Index
65.2652 Latitude
34:58:00.48 Longitude
-95:37:26.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
074 NBI Text
15860 Vault Link
http://plansrv1/bridgemaintvault/b15860 GIS FO/SD
Meets Standards H Inv. Method
69.3 Latitude DD
34.9668 Longitude DD
-95.624097 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16181 x
-10644825.7856066 y
4159370.31146512 |
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| 15859 | 4607 1537NX | 15859 | McIntosh | I-40 WB | DEEP FORK CANADIAN RIV. | 4607 1537NX | 4-100ft. CONT. WEATHERING G | 1963 | 35.459267 | -95.610058 | 401 | 40 | — | 4 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16180 BRKEY
15859 NBI No.
15859 On Under
1 Structure No.
4607 1537NX Control No.
007 Lane Ind.
N Milepoint
15370 Facility Carried
I-40 WB Feature Intersected
DEEP FORK CANADIAN RIV. Division
01 County
091 Location
15.4 MI E OKMULGEE C/L Sufficiency
82 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
6050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
401 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9680 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15859 ODOT County
46 Nav. Control
1 Nav. HC
94.816 Lft. Br. Nav. Cl.
0 Nav. VC
16.732 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. WEATHERING G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1537NX H Index
89.2334 Latitude
35:27:33.36 Longitude
-95:36:36.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15859 Vault Link
http://plansrv1/bridgemaintvault/b15859 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.459267 Longitude DD
-95.610058 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16180 x
-10643262.9712754 y
4226470.17657194 |
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| 15858 | 4607 1537SX | 15858 | McIntosh | I-40 EB | DEEP FORK CANADIAN RIV. | 4607 1537SX | 4-100ft. CONT. WEATHERING G | 1963 | 35.458967 | -95.608742 | 400 | 40 | — | 4 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.1 | Fair (5) | Satisfactory (6) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16179 BRKEY
15858 NBI No.
15858 On Under
1 Structure No.
4607 1537SX Control No.
007 Lane Ind.
S Milepoint
15370 Facility Carried
I-40 EB Feature Intersected
DEEP FORK CANADIAN RIV. Division
01 County
091 Location
15.4 MI E OKMULGEE C/L Sufficiency
82.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
400 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15858 ODOT County
46 Nav. Control
1 Nav. HC
94.816 Lft. Br. Nav. Cl.
0 Nav. VC
16.732 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. WEATHERING G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1537SX H Index
90.5386 Latitude
35:27:32.28 Longitude
-95:36:31.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15858 Vault Link
http://plansrv1/bridgemaintvault/b15858 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.458967 Longitude DD
-95.608742 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16179 x
-10643116.4748255 y
4226429.17641127 |
|||||||||||||||||||||||||||||||||||||
| 15856 | 7278R1138 X | 15856 | Tulsa | U.S. 169 | I-44 UNDER | 7278R1138 X | 40ft.,55ft.(2-71ft.CONT)55 | 1963 | 36.16333333 | -95.80833333 | 335.958 | 44.948 | — | 4 | 40 | 3 | 40.026 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | A | 51550 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
16177 BRKEY
15856 NBI No.
15856 On Under
1 Structure No.
7278R1138 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 169 Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.7 MI E JCT SH 51 Sufficiency
76 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.698 Bridge System
A 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
1963 ADT Total
51550 ADT Year
2002 Design Load
HS 20 Skew
40 No. Main Spans
4 Road Width
40.026 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
335.958 Deck Width
44.948 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
82480 Future ADT Year
2022 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1701 Min Measured Clearance
1606 NBI Rating
15856 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
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.,55ft.(2-71ft.CONT)55 Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R1138 X H Index
79.169 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 169 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
15856 Vault Link
http://plansrv1/bridgemaintvault/b15856 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16177 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 15855 | 7278 1136 X | 15855 | Tulsa | U.S. 169 | I-44 UNDER | 7278 1136 X | 2-71ft. CONT STL IBM | 1963 | 36.13877778 | -95.86024167 | 335.958 | 121.001 | — | 2 | 40 | 8 | 117.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 58150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16176 BRKEY
15855 NBI No.
15855 On Under
1 Structure No.
7278 1136 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 169 Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.7 MI E JCT SH 51 Sufficiency
74.3 Kind Hwy
2 Level Service
1 Route No.
00169 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
14 - Other Principal Arterial (Urban) Year Built
1963 ADT Total
58150 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
2 Road Width
117.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
57.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
335.958 Deck Width
121.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.6 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
93040 Future ADT Year
2042 Bypass Detour
13.999965 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1605 Min Measured Clearance
1511 NBI Rating
15855 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. CONT STL IBM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1136 X H Index
92.2713 Latitude
36:08:19.6 Longitude
-95:51:36.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 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
15855 Vault Link
http://plansrv1/bridgemaintvault/b15855 GIS FO/SD
FO H Inv. Method
15.2 Latitude DD
36.13877778 Longitude DD
-95.86024167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16176 x
-10671113.2900245 y
4319733.82103913 |
|||||||||||||||||||||||||||||||||||||
| 16143 | 4732 0969 X | 16143 | Major | S.H. 58 | INDIAN CREEK | 4732 0969 X | 64ft.-80ft.-64ft. CONT. I-BM. SPANS SK. 45 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 36.389719 | -98.247789 | 209 | 34 | — | 3 | 45 | 2 | 32 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.7 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16175 BRKEY
16143 NBI No.
16143 On Under
1 Structure No.
4732 0969 X Control No.
032 Lane Ind.
Milepoint
09690 Facility Carried
S.H. 58 Feature Intersected
INDIAN CREEK Division
06 County
093 Location
SH 58; 300FT S.JCT US 60 Sufficiency
79.7 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
6 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
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16143 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. CONT. I-BM. SPANS SK. 45 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4732 0969 X H Index
84.3926 Latitude
36:23:22.99 Longitude
-98:14:52.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
6 NBI Text
16143 Vault Link
http://plansrv1/bridgemaintvault/b16143 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.389719 Longitude DD
-98.247789 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16175 x
-10936893.843045 y
4354379.46249485 |
|||||||||||||||||||||||||||||||||||||
| 16142 | 6737R0596 X | 16142 | Seminole | S.H. 99 | I-40 UNDER | 6737R0596 X | 36ft.(2-72ft. CONT.)32ft. | 1964 | 35.38332222 | -96.671325 | 215.879 | 31.001 | — | 2 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Serious (3) | Poor (4) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 5230 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
16174 BRKEY
16142 NBI No.
16142 On Under
1 Structure No.
6737R0596 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 99 Feature Intersected
I-40 UNDER Division
03 County
133 Location
I-40 & SH 99 JCT. Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
36.499 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
1964 ADT Total
5230 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
36.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
215.879 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
4 Sub Rating
2 Chan. Rating
N Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
66.469 HS Inv. Rating Method
2 HS Inv. Method
43.652 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8368 Future ADT Year
2022 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16142 ODOT County
67 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
36ft.(2-72ft. CONT.)32ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6737R0596 X H Index
42.9503 Latitude
35:22:59.96 Longitude
-96:40:16.77 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16142 Vault Link
http://plansrv1/bridgemaintvault/b16142 GIS FO/SD
SD H Inv. Method
43.652 Latitude DD
35.38332222 Longitude DD
-96.671325 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16174 x
-10761402.6733111 y
4216095.88967311 |
|||||||||||||||||||||||||||||||||||||
| 16141 | 7035R0698 X | 16141 | Texas | S.H. 136 | FRISCO CREEK | 7035 0698 X | 64-80-64ft. CONT PL GDR SPS | 1964 | 36.58180556 | -101.47497778 | 209.974 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.2 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 940 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
16173 BRKEY
16141 NBI No.
16141 On Under
1 Structure No.
7035R0698 X Control No.
035 Lane Ind.
Milepoint
06980 Facility Carried
S.H. 136 Feature Intersected
FRISCO CREEK Division
06 County
139 Location
6.8 MI S JCT US 64 Sufficiency
39.2 Kind Hwy
3 Level Service
1 Route No.
00136 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
940 ADT Year
2016 Design Load
HS 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
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.368 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1504 Future ADT Year
2036 Bypass Detour
90.098822 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
16141 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
64-80-64ft. CONT PL GDR SPS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7035 0698 X H Index
70.611 Latitude
36:34:54.5 Longitude
-101:28:29.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 136 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
16141 Vault Link
http://plansrv1/bridgemaintvault/b16141 GIS FO/SD
SD H Inv. Method
21.054 Latitude DD
36.58180556 Longitude DD
-101.47497778 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16173 x
-11296142.8547283 y
4380975.0787186 |
|||||||||||||||||||||||||||||||||||||
| 16140 | 3516 0199 X | 16140 | Johnston | S.H. 22 | ROCK CREEK | 3516 0199 X | 64ft.-80ft.-64ft. CONT PLA | 1964 | 34.23691667 | -96.71688889 | 209.974 | 32.201 | — | 3 | 30 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.1 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16172 BRKEY
16140 NBI No.
16140 On Under
1 Structure No.
3516 0199 X Control No.
016 Lane Ind.
Milepoint
01990 Facility Carried
S.H. 22 Feature Intersected
ROCK CREEK Division
03 County
069 Location
2 MI E JCT SH 1 RAVIA Sufficiency
60.1 Kind Hwy
3 Level Service
1 Route No.
00022 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
1964 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
32.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
26.718961 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
16140 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
64ft.-80ft.-64ft. CONT PLA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 0199 X H Index
99.8735 Latitude
34:14:12.9 Longitude
-96:43:00.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 22 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16140 Vault Link
http://plansrv1/bridgemaintvault/b16140 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.23691667 Longitude DD
-96.71688889 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16172 x
-10766474.8223444 y
4060658.68337434 |
|||||||||||||||||||||||||||||||||||||
| 16139 | 2642T1245 X | 16139 | Grady | CO. RD. FAU 4051 | BAILEY A TP (I-44) UNDER | 2642T1220 X | 48.4ft.,2-60.6ft.,45.1ft. | 1964 | 35.02083333 | -97.94361111 | 217.848 | 28.999 | — | 4 | 44 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | W | 240 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16171 BRKEY
16139 NBI No.
16139 On Under
1 Structure No.
2642T1245 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. FAU 4051 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO.27.65 Sufficiency
90.3 Kind Hwy
5 Level Service
1 Route No.
04051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1964 ADT Total
240 ADT Year
2022 Design Load
H 20 Skew
44 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
217.848 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
6 HS Operating Rating Method
1 HS Operating Rating
96.5 HS Inv. Rating Method
1 HS Inv. Method
57.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
384 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1801 Min Measured Clearance
1608 NBI Rating
16139 ODOT County
26 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
48.4ft.,2-60.6ft.,45.1ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1220 X H Index
98.9575 Latitude
35:01:15 Longitude
-97:56:37 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. FAU 4051 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27.65 NBI Text
16139 Vault Link
http://plansrv1/bridgemaintvault/b16139 GIS FO/SD
FO H Inv. Method
45.2 Latitude DD
35.02083333 Longitude DD
-97.94361111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16171 x
-10903032.9152196 y
4166712.67092928 |
|||||||||||||||||||||||||||||||||||||
| 16138 | 6737 1702 X | 16138 | Seminole | CO. RD. | I-40 UNDER | 6737 1702 X | 32ft.( 2-72ft. CONT.)32ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1964 | 35.38440278 | -96.47668056 | 211.942 | 27.001 | — | 2 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.6 | Fair (5) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16170 BRKEY
16138 NBI No.
16138 On Under
1 Structure No.
6737 1702 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
133 Location
17 MI E POTT. C/L Sufficiency
82.6 Kind Hwy
4 Level Service
1 Route No.
N3670 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 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
1964 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
36.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.942 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.927 HS Inv. Rating Method
1 HS Inv. Method
22.156 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16138 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft.( 2-72ft. CONT.)32ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1702 X H Index
85.365 Latitude
35:23:03.85 Longitude
-96:28:36.05 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 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
16138 Vault Link
http://plansrv1/bridgemaintvault/b16138 GIS FO/SD
Meets Standards H Inv. Method
15.102 Latitude DD
35.38440278 Longitude DD
-96.47668056 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16170 x
-10739734.9533645 y
4216243.42889638 |
|||||||||||||||||||||||||||||||||||||
| 16049 | 6823 0977NX | 16049 | Sequoyah | I-40 WB | BIG SKIN BAYOU | 6823 0977NX | 40ft. - 60ft. - 40ft. I-BEAM | 1964 | 35.39421389 | -94.65508611 | 141.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16169 BRKEY
16049 NBI No.
16049 On Under
1 Structure No.
6823 0977NX Control No.
023 Lane Ind.
N Milepoint
09770 Facility Carried
I-40 WB Feature Intersected
BIG SKIN BAYOU Division
01 County
135 Location
3.2 W JCT US-64B Sufficiency
90.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.94 HS Inv. Rating Method
1 HS Inv. Method
32.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16049 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0977NX H Index
85.1441 Latitude
35:23:39.17 Longitude
-94:39:18.31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0977N NBI Text
16049 Vault Link
http://plansrv1/bridgemaintvault/b16049 GIS FO/SD
Meets Standards H Inv. Method
23.59 Latitude DD
35.39421389 Longitude DD
-94.65508611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16169 x
-10536955.9867587 y
4217583.12431614 |
|||||||||||||||||||||||||||||||||||||
| 16048 | 2431R0864SX | 16048 | Garfield | U.S. 64 / U.S. 412 | BLACK BEAR CREEK | 2431 0864SX | 40ft.-60ft.-40ft. I-BM. SPANS | 1964 | 36.396875 | -97.682403 | 141.329 | 43.999 | — | 3 | 0 | 2 | 42.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 37.9 | Failed (0) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3700 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16168 BRKEY
16048 NBI No.
16048 On Under
1 Structure No.
2431R0864SX Control No.
031 Lane Ind.
S Milepoint
08640 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
BLACK BEAR CREEK Division
04 County
047 Location
11.6 MI E JCT US 81 Sufficiency
37.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.5 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
3700 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
141.329 Deck Width
43.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2037 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16048 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0864SX H Index
77.1234 Latitude
36:23:48.75 Longitude
-97:40:56.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16048 Vault Link
http://plansrv1/bridgemaintvault/b16048 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.396875 Longitude DD
-97.682403 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16168 x
-10873955.3614233 y
4355369.07576137 |
|||||||||||||||||||||||||||||||||||||
| 16047 | 1737T0525 X | 16047 | Cotton | BAILEY B TP (I-44) | U.S. 277 UNDER | 1737T0540 X | 43ft., 59ft., 43ft. I-BMS | 1964 | 34.235819 | -98.453133 | 147.966 | 87.999 | — | 3 | 37 | 4 | 81.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16167 BRKEY
16047 NBI No.
16047 On Under
1 Structure No.
1737T0525 X Control No.
037 Lane Ind.
Milepoint
05250 Facility Carried
BAILEY B TP (I-44) Feature Intersected
U.S. 277 UNDER Division
07 County
033 Location
4.5 MI N US70 - TP19.55 Sufficiency
96.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.499 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
3 Road Width
81.001 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
147.966 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93 HS Inv. Rating Method
1 HS Inv. Method
55.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1606 Min Measured Clearance
1606 NBI Rating
16047 ODOT County
17 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
43ft., 59ft., 43ft. I-BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0540 X H Index
98.6623 Latitude
34:14:08.95 Longitude
-98:27:11.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.55 NBI Text
16047 Vault Link
http://plansrv1/bridgemaintvault/b16047 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.235819 Longitude DD
-98.453133 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
16167 x
-10959752.6325624 y
4060510.88057693 |
|||||||||||||||||||||||||||||||||||||
| 16046 | 6823 0233SX | 16046 | Sequoyah | I-40 EB | HOG CREEK | 6823 0233SX | 40ft. - 60ft. - 40ft. I-BEAM | 1964 | 35.449714 | -94.764603 | 141 | 41 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.8 | Critical (2) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16166 BRKEY
16046 NBI No.
16046 On Under
1 Structure No.
6823 0233SX Control No.
023 Lane Ind.
S Milepoint
02330 Facility Carried
I-40 EB Feature Intersected
HOG CREEK Division
01 County
135 Location
2.33 E JCT US-59 Sufficiency
38.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
141 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
87.5 HS Inv. Rating Method
3 HS Inv. Method
0 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16046 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0233SX H Index
96.753 Latitude
35:26:58.97 Longitude
-94:45:52.57 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0233S NBI Text
16046 Vault Link
http://plansrv1/bridgemaintvault/b16046 GIS FO/SD
Meets Standards H Inv. Method
67.4 Latitude DD
35.449714 Longitude DD
-94.764603 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16166 x
-10549147.3511867 y
4225164.66986132 |
|||||||||||||||||||||||||||||||||||||
| 16045 | 6823 0233NX | 16045 | Sequoyah | I-40 WB | HOG CREEK | 6823 0233NX | 40ft. - 60ft. - 40ft. I-BEAM | 1964 | 35.45006111 | -94.76418056 | 141 | 53 | — | 3 | 0 | 2 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16165 BRKEY
16045 NBI No.
16045 On Under
1 Structure No.
6823 0233NX Control No.
023 Lane Ind.
N Milepoint
02330 Facility Carried
I-40 WB Feature Intersected
HOG CREEK Division
01 County
135 Location
2.33 E JCT US-59 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53 Span Type Main
M Material
3 - Steel Design
02 Length
141 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
105.5 HS Inv. Rating Method
3 HS Inv. Method
81.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16045 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0233NX H Index
91.1378 Latitude
35:27:00.22 Longitude
-94:45:51.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0233N NBI Text
16045 Vault Link
http://plansrv1/bridgemaintvault/b16045 GIS FO/SD
Meets Standards H Inv. Method
81.2 Latitude DD
35.45006111 Longitude DD
-94.76418056 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16165 x
-10549100.325381 y
4225212.10297265 |
|||||||||||||||||||||||||||||||||||||
| 16044 | 2431 0134SX | 16044 | Garfield | U.S. 64 / U.S. 412 | SKELETON CREEK | 2431 0134SX | 40ft.-60ft.-40ft. I-BM SPANS | 1964 | 36.39722222 | -97.81416667 | 141.5 | 43.999 | — | 3 | 0 | 2 | 41.83 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16164 BRKEY
16044 NBI No.
16044 On Under
1 Structure No.
2431 0134SX Control No.
031 Lane Ind.
S Milepoint
01340 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
SKELETON CREEK Division
04 County
047 Location
4.3 MI E JCT US 81 Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
41.83 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
4650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
41.83 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.5 Deck Width
43.999 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
8 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16044 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0134SX H Index
78.5844 Latitude
36:23:50 Longitude
-97:48:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 & 412, S.H.15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16044 Vault Link
http://plansrv1/bridgemaintvault/b16044 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.39722222 Longitude DD
-97.81416667 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16164 x
-10888623.2260728 y
4355417.09561928 |
|||||||||||||||||||||||||||||||||||||
| 16493 | 7218 0703WX | 16493 | Tulsa | U.S. 75 SB | 81ST ST. UNDER | 7218 0703WX | 32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS | 1965 | 36.046364 | -96.007253 | 111.877 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 30050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16145 BRKEY
16493 NBI No.
16493 On Under
1 Structure No.
7218 0703WX Control No.
018 Lane Ind.
W Milepoint
07030 Facility Carried
U.S. 75 SB Feature Intersected
81ST ST. UNDER Division
08 County
143 Location
7 MI N JCT SH 67 Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
30050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
111.877 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1409 Max Measured Clearance
1506 Min Measured Clearance
1501 NBI Rating
16493 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
32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0703WX H Index
96.3391 Latitude
36:02:46.91 Longitude
-96:00:26.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 75 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16493 Vault Link
http://plansrv1/bridgemaintvault/b16493 GIS FO/SD
FO H Inv. Method
24 Latitude DD
36.046364 Longitude DD
-96.007253 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16145 x
-10687478.516421 y
4307002.86373196 |
|||||||||||||||||||||||||||||||||||||
| 16492 | 7218 0703EX | 16492 | Tulsa | U.S. 75 NB | 81ST ST. UNDER | 7218 0703EX | 32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS | 1965 | 36.046356 | -96.006892 | 111.877 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 27400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16144 BRKEY
16492 NBI No.
16492 On Under
1 Structure No.
7218 0703EX Control No.
018 Lane Ind.
E Milepoint
07030 Facility Carried
U.S. 75 NB Feature Intersected
81ST ST. UNDER Division
08 County
143 Location
7 MI N JCT SH 67 Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1965 ADT Total
27400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
111.877 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
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
43840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1409 Max Measured Clearance
1806 Min Measured Clearance
1806 NBI Rating
16492 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
32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0703EX H Index
91.3157 Latitude
36:02:46.88 Longitude
-96:00:24.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 75 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16492 Vault Link
http://plansrv1/bridgemaintvault/b16492 GIS FO/SD
FO H Inv. Method
24 Latitude DD
36.046356 Longitude DD
-96.006892 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16144 x
-10687438.3300848 y
4307001.76229644 |
|||||||||||||||||||||||||||||||||||||
| 16491 | 1036R0614EX | 16491 | Carter | I-35 NB | FAU 4880 E1970 UNDER | 1036 0614EX | 35ft. - 47ft. - 35ft. continuous concrete slab spans skewed 32 deg. with (2) 6ft. curbs | 1965 | 34.15829444 | -97.16291389 | 119.094 | 39.8 | — | 3 | 32 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.1 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 15200 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
16143 BRKEY
16491 NBI No.
16491 On Under
1 Structure No.
1036R0614EX Control No.
036 Lane Ind.
E Milepoint
06140 Facility Carried
I-35 NB Feature Intersected
FAU 4880 E1970 UNDER Division
07 County
019 Location
6.1 MI N LOVE C/L Sufficiency
72.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
15200 ADT Year
2008 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
119.094 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
59.525 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24320 Future ADT Year
2028 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1306 Max Measured Clearance
1408 Min Measured Clearance
1311 NBI Rating
16491 ODOT County
10 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
35ft. - 47ft. - 35ft. continuous concrete slab spans skewed 32 deg. with (2) 6ft. curbs Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0614EX H Index
83.7019 Latitude
34:09:29.86 Longitude
-97:09:46.49 I257A
_ I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
16491 Vault Link
http://plansrv1/bridgemaintvault/b16491 GIS FO/SD
Meets Standards H Inv. Method
41.447 Latitude DD
34.15829444 Longitude DD
-97.16291389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16143 x
-10816126.0982255 y
4050076.95815356 |
|||||||||||||||||||||||||||||||||||||
| 16490 | 1036R0614WX | 16490 | Carter | I-35 SB | FAU 4880 (E197.0) UNDER | 1036 0614WX | 25ft. - 47ft. - 35ft. continuous concrete slab spans skewed 32° with (2) 6ft. curbs | 1965 | 34.15829722 | -97.16356111 | 119.094 | 39.8 | — | 3 | 32 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 15200 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
16142 BRKEY
16490 NBI No.
16490 On Under
1 Structure No.
1036R0614WX Control No.
036 Lane Ind.
W Milepoint
06140 Facility Carried
I-35 SB Feature Intersected
FAU 4880 (E197.0) UNDER Division
07 County
019 Location
6.1 MI N LOVE C/L Sufficiency
82.4 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
15200 ADT Year
2008 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
119.094 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
59.525 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24320 Future ADT Year
2028 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1306 Max Measured Clearance
1507 Min Measured Clearance
1408 NBI Rating
16490 ODOT County
10 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
25ft. - 47ft. - 35ft. continuous concrete slab spans skewed 32° with (2) 6ft. curbs Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0614WX H Index
84.4437 Latitude
34:09:29.87 Longitude
-97:09:48.82 I257A
_ I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
16490 Vault Link
http://plansrv1/bridgemaintvault/b16490 GIS FO/SD
Meets Standards H Inv. Method
41.447 Latitude DD
34.15829722 Longitude DD
-97.16356111 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16142 x
-10816198.1464263 y
4050077.332138 |
|||||||||||||||||||||||||||||||||||||
| 16489 | 7280R0460NX | 16489 | Tulsa | S.H. 51 | IRVINGTON AVE UNDER | 7280R0460NX | 31ft.-48ft.-31ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1965 | 36.08666667 | -95.83333333 | 110.892 | 45 | — | 3 | 0 | 3 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.7 | Fair (5) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 35370 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16141 BRKEY
16489 NBI No.
16489 On Under
1 Structure No.
7280R0460NX Control No.
080 Lane Ind.
N Milepoint
04600 Facility Carried
S.H. 51 Feature Intersected
IRVINGTON AVE UNDER Division
08 County
143 Location
2.3 MI SE 21 ST Sufficiency
64.7 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
35370 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 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
9 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
34500 Future ADT Year
2017 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16489 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
31ft.-48ft.-31ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R0460NX H Index
100 Latitude
36:05:12 Longitude
-95:50:00 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16489 Vault Link
http://plansrv1/bridgemaintvault/b16489 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.08666667 Longitude DD
-95.83333333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16141 x
-10668117.8673176 y
4312553.13433039 |
|||||||||||||||||||||||||||||||||||||
| 16404 | 0905 3603 X | 16404 | Canadian | I-40 | CREEK | 0905 3603 X | (12ft.-14ft.-12ft.) X 4ft. X 233ft. R.C. BOX W 3ft. ADDft.TL CURTAIN WALLS | 1965 | 35.45995833 | -97.695225 | 39.003 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 63000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16140 BRKEY
16404 NBI No.
16404 On Under
1 Structure No.
0905 3603 X Control No.
005 Lane Ind.
Milepoint
36030 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
017 Location
36.0 MI. E. CADDO CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
63000 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
6 Fill RCB
7 Appr. Roadway Width
127.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.003 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
100800 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
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16404 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 4ft. X 233ft. R.C. BOX W 3ft. ADDft.TL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 3603 X H Index
99.3432 Latitude
35:27:35.85 Longitude
-97:41:42.81 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16404 Vault Link
http://plansrv1/bridgemaintvault/b16404 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.45995833 Longitude DD
-97.695225 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16140 x
-10875382.6999343 y
4226564.659291 |
|||||||||||||||||||||||||||||||||||||
| 16403 | 4317 2011WX | 16403 | Love | I-35 SB | LITTLE HICKORY CREEK | 4317 2011WX | (13ft. - 17ft. - 13ft.) X 10ft. X 139ft. RCB WITH 3ft. CURTAIN WALL UPSTREAM | 1965 | 34.00863056 | -97.14328333 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16139 BRKEY
16403 NBI No.
16403 On Under
1 Structure No.
4317 2011WX Control No.
017 Lane Ind.
W Milepoint
20110 Facility Carried
I-35 SB Feature Intersected
LITTLE HICKORY CREEK Division
07 County
085 Location
4.8 MI N JCT SH32 Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1965 ADT Total
13450 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
18 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21520 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
16403 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 10ft. X 139ft. RCB WITH 3ft. CURTAIN WALL UPSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2011WX H Index
92.6128 Latitude
34:00:31.07 Longitude
-97:08:35.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SB Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
124 NBI Text
16403 Vault Link
http://plansrv1/bridgemaintvault/b16403 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.00863056 Longitude DD
-97.14328333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16139 x
-10813940.8342823 y
4029960.95835946 |
|||||||||||||||||||||||||||||||||||||
| 16402 | 4317 2011EX | 16402 | Love | I-35 NB | LITTLE HICKORY CREEK | 4317 2011EX | (13ft. - 17ft. - 13ft.) X 10ft. X 163ft. RCB WITH 3ft. CURTAIN WALL DOWNSTREAM | 1965 | 34.008925 | -97.14201667 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16138 BRKEY
16402 NBI No.
16402 On Under
1 Structure No.
4317 2011EX Control No.
017 Lane Ind.
E Milepoint
20110 Facility Carried
I-35 NB Feature Intersected
LITTLE HICKORY CREEK Division
07 County
085 Location
4.8 MI N JCT SH32 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1965 ADT Total
13400 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
19 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21440 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
16402 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 10ft. X 163ft. RCB WITH 3ft. CURTAIN WALL DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2011EX H Index
99.3248 Latitude
34:00:32.13 Longitude
-97:08:31.26 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123 NBI Text
16402 Vault Link
http://plansrv1/bridgemaintvault/b16402 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.008925 Longitude DD
-97.14201667 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16138 x
-10813799.8303361 y
4030000.49854401 |
|||||||||||||||||||||||||||||||||||||
| 16401 | 4317 1857EX | 16401 | Love | I-35 NB | SHIGGIN CREEK | 4317 1857EX | (12ft. - 14ft. - 12ft.) X 7ft. X 185ft. RCB SKEWED 30° | 1965 | 33.986933 | -97.136819 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16137 BRKEY
16401 NBI No.
16401 On Under
1 Structure No.
4317 1857EX Control No.
017 Lane Ind.
E Milepoint
18570 Facility Carried
I-35 NB Feature Intersected
SHIGGIN CREEK Division
07 County
085 Location
3.2 MI N JCT SH32 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1965 ADT Total
13400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
22 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21440 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
16401 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 7ft. X 185ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1857EX H Index
99.0714 Latitude
33:59:12.96 Longitude
-97:08:12.55 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
121 NBI Text
16401 Vault Link
http://plansrv1/bridgemaintvault/b16401 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
33.986933 Longitude DD
-97.136819 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16137 x
-10813221.2283584 y
4027047.58221408 |
|||||||||||||||||||||||||||||||||||||
| 16400 | 4317 1857WX | 16400 | Love | I-35 SB | SHIGGIN CREEK | 4317 1857WX | (12ft. - 14ft. - 12ft.) X 7ft. X 200ft. RCB SKEWED 30° | 1965 | 33.98593889 | -97.13785556 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16136 BRKEY
16400 NBI No.
16400 On Under
1 Structure No.
4317 1857WX Control No.
017 Lane Ind.
W Milepoint
18570 Facility Carried
I-35 SB Feature Intersected
SHIGGIN CREEK Division
07 County
085 Location
3.2 MI N JCT SH32 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1965 ADT Total
13450 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
24 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21520 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
16400 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 7ft. X 200ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1857WX H Index
99.3403 Latitude
33:59:09.38 Longitude
-97:08:16.28 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SB Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
122 NBI Text
16400 Vault Link
http://plansrv1/bridgemaintvault/b16400 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
33.98593889 Longitude DD
-97.13785556 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16136 x
-10813336.6176898 y
4026914.11883724 |
|||||||||||||||||||||||||||||||||||||
| 16399 | 1036 1221 X | 16399 | Carter | I-35 | CREEK | 1036 1221 X | (13ft. - 17ft. - 13ft.) X 10ft. X 249ft. RCB | 1965 | 34.24500556 | -97.16344722 | 46.916 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 31200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16135 BRKEY
16399 NBI No.
16399 On Under
1 Structure No.
1036 1221 X Control No.
036 Lane Ind.
Milepoint
12210 Facility Carried
I-35 Feature Intersected
CREEK Division
07 County
019 Location
3.0 MI N JCT SH142 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
1965 ADT Total
31200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
49920 Future ADT Year
2042 Bypass Detour
11.184681 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
16399 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 10ft. X 249ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1221 X H Index
95.5891 Latitude
34:14:42.02 Longitude
-97:09:48.41 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
115 NBI Text
16399 Vault Link
http://plansrv1/bridgemaintvault/b16399 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.24500556 Longitude DD
-97.16344722 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16135 x
-10816185.4682495 y
4061747.92313201 |
|||||||||||||||||||||||||||||||||||||
| 16488 | 7280R0460SX | 16488 | Tulsa | S.H. 51 | IRVINGTON AVE UNDER | 7280R0460SX | 31ft.-51ft.-31ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 68 DEG. 32ft.25ft. | 1965 | 36.08666667 | -95.83333333 | 116.142 | 45 | — | 3 | 22 | 3 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.7 | Fair (5) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 35370 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16122 BRKEY
16488 NBI No.
16488 On Under
1 Structure No.
7280R0460SX Control No.
080 Lane Ind.
S Milepoint
04600 Facility Carried
S.H. 51 Feature Intersected
IRVINGTON AVE UNDER Division
08 County
143 Location
2.3 MI SE 21 ST Sufficiency
64.7 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
35370 ADT Year
1999 Design Load
H 20 Skew
22 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
116.142 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 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
9 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
34500 Future ADT Year
2017 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16488 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
31ft.-51ft.-31ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 68 DEG. 32ft.25ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R0460SX H Index
100 Latitude
36:05:12 Longitude
-95:50:00 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16488 Vault Link
http://plansrv1/bridgemaintvault/b16488 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.08666667 Longitude DD
-95.83333333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16122 x
-10668117.8673176 y
4312553.13433039 |
|||||||||||||||||||||||||||||||||||||
| 16487 | 6134T0100 X | 16487 | Pittsburg | IND. NATION TP | CO. RD. E1480 UNDER | 6134T0100 X | 37ft.-39ft.-37ft. PC BM SPANS | 1965 | 34.86963889 | -95.81878611 | 113.845 | 86.5 | — | 3 | 28 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16121 BRKEY
16487 NBI No.
16487 On Under
1 Structure No.
6134T0100 X Control No.
034 Lane Ind.
Milepoint
01000 Facility Carried
IND. NATION TP Feature Intersected
CO. RD. E1480 UNDER Division
02 County
121 Location
40.45 MI'S S. JCT I-40 Sufficiency
97.2 Kind Hwy
8 Level Service
1 Route No.
E1480 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
113.845 Deck Width
86.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.8 HS Inv. Rating Method
1 HS Inv. Method
48.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1805 Min Measured Clearance
1510 NBI Rating
16487 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-39ft.-37ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0100 X H Index
97.0173 Latitude
34:52:10.7 Longitude
-95:49:07.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.45 NBI Text
16487 Vault Link
http://plansrv1/bridgemaintvault/b16487 GIS FO/SD
Meets Standards H Inv. Method
40.2 Latitude DD
34.86963889 Longitude DD
-95.81878611 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16121 x
-10666498.4781948 y
4146179.67132863 |
|||||||||||||||||||||||||||||||||||||
| 16486 | 6628 0263 X | 16486 | Rogers | UP R.R. | S.H. 88 UNDER | 6628 0263 X | 30ft.-50ft.-30ft. I-BM. SPANS WITH REINF. CONC. & BALLAST DECK SIDEWALKS SK. 67 DEG. 07ft.06ft. | 1965 | 36.353961 | -95.632297 | 113.845 | 8.999 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 02 - Principal Arterial Other (Rural) | H | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16120 BRKEY
16486 NBI No.
16486 On Under
2 Structure No.
6628 0263 X Control No.
028 Lane Ind.
Milepoint
02630 Facility Carried
UP R.R. Feature Intersected
S.H. 88 UNDER Division
08 County
131 Location
2.2 MI N JCT SH 20 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
4400 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
113.845 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
7040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1408 Max Measured Clearance
1504 Min Measured Clearance
1500 NBI Rating
16486 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BM. SPANS WITH REINF. CONC. & BALLAST DECK SIDEWALKS SK. 67 DEG. 07ft.06ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6628 0263 X H Index
-1 Latitude
36:21:14.26 Longitude
-95:37:56.27 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 88 UNDER 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
16486 Vault Link
http://plansrv1/bridgemaintvault/b16486 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.353961 Longitude DD
-95.632297 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16120 x
-10645738.6054311 y
4349435.80268457 |
|||||||||||||||||||||||||||||||||||||
| 16398 | 1036 0642 X | 16398 | Carter | I-35 | SEWER CREEK | 1036 0642 X | (12ft. - 14ft. - 12ft.) X 10ft. X 286ft. RCB SKEWED 30° | 1965 | 34.16131667 | -97.16565278 | 48.885 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16117 BRKEY
16398 NBI No.
16398 On Under
1 Structure No.
1036 0642 X Control No.
036 Lane Ind.
Milepoint
06420 Facility Carried
I-35 Feature Intersected
SEWER CREEK Division
07 County
019 Location
6.4 MI N LOVE C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
32700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
52320 Future ADT Year
2042 Bypass Detour
8.699197 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
16398 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 10ft. X 286ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0642 X H Index
94.8251 Latitude
34:09:40.74 Longitude
-97:09:56.35 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107 NBI Text
16398 Vault Link
http://plansrv1/bridgemaintvault/b16398 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.16131667 Longitude DD
-97.16565278 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16117 x
-10816430.9900656 y
4050483.53627641 |
|||||||||||||||||||||||||||||||||||||
| 16397 | 7631 0557 X | 16397 | Woods | S.H. 34 | KENA CREEK | 7631 0557 X | (13-17-13)X15X59.3ft. | 1965 | 36.929775 | -99.315281 | 44.948 | 59.3 | — | 3 | 0 | 2 | 43.9 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 460 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16116 BRKEY
16397 NBI No.
16397 On Under
1 Structure No.
7631 0557 X Control No.
031 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 34 Feature Intersected
KENA CREEK Division
06 County
151 Location
5.6 MI N JCT US-64 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.9 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
1965 ADT Total
460 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
59.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
736 Future ADT Year
2042 Bypass Detour
64.001232 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16397 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13-17-13)X15X59.3ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7631 0557 X H Index
77.9382 Latitude
36:55:47.19 Longitude
-99:18:55.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16397 Vault Link
http://plansrv1/bridgemaintvault/b16397 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.929775 Longitude DD
-99.315281 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16116 x
-11055726.5089109 y
4429322.84295838 |
|||||||||||||||||||||||||||||||||||||
| 16396 | 5569 0445 X | 16396 | Oklahoma | I-40 | CREEK | 5569 0445 X | (13ft.-17ft.-13ft.) X 10ft.X 173ft. R.C. BOX W/ SLOPED FACE PARAPETS | 1965 | 35.45989167 | -97.59266667 | 47.001 | 0 | — | 3 | 0 | 9 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 98800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16115 BRKEY
16396 NBI No.
16396 On Under
1 Structure No.
5569 0445 X Control No.
069 Lane Ind.
Milepoint
04450 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
4.5 MI E CANADIAN CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85.997 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
98800 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
9 Fill RCB
2 Appr. Roadway Width
159.997 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
158080 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16396 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 10ft.X 173ft. R.C. BOX W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0445 X H Index
92.0203 Latitude
35:27:35.61 Longitude
-97:35:33.6 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16396 Vault Link
http://plansrv1/bridgemaintvault/b16396 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.45989167 Longitude DD
-97.59266667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16115 x
-10863965.9588621 y
4226555.54896379 |
|||||||||||||||||||||||||||||||||||||
| 16395 | 6347R0352 X | 16395 | Pottawatomie | S.H. 102 | WOLF CREEK | 6347R0352 X | 40ft. I-BM. SPAN SK. 45 DEG. | 1965 | 35.03666667 | -97.03666667 | 40.026 | 20.6 | — | 1 | 45 | 2 | 18.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17.3 | Critical (2) | Fair (5) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 350 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16114 BRKEY
16395 NBI No.
16395 On Under
1 Structure No.
6347R0352 X Control No.
047 Lane Ind.
Milepoint
03520 Facility Carried
S.H. 102 Feature Intersected
WOLF CREEK Division
03 County
125 Location
3.5 MI N SH 39 Sufficiency
17.3 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
18.999 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
1965 ADT Total
350 ADT Year
1999 Design Load
Other or Unknown Skew
45 No. Main Spans
1 Road Width
18.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
40.026 Deck Width
20.6 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
5 Super Rating
3 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
300 Future ADT Year
2017 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16395 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BM. SPAN SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6347R0352 X H Index
100 Latitude
35:02:12 Longitude
-97:02:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 102 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16395 Vault Link
http://plansrv1/bridgemaintvault/b16395 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.03666667 Longitude DD
-97.03666667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16114 x
-10802072.321981 y
4168865.11513984 |
|||||||||||||||||||||||||||||||||||||
| 16394 | 2042 0320 X | 16394 | Custer | S.H. 73 | PANTHER CREEK | 2042 0320 X | (13ft.-17ft.-13ft.)X14ft.X47ft. RDY. R.C.B. | 1965 | 35.55158889 | -99.32003889 | 46.916 | 49.003 | — | 3 | 0 | 2 | 47.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16113 BRKEY
16394 NBI No.
16394 On Under
1 Structure No.
2042 0320 X Control No.
042 Lane Ind.
Milepoint
03200 Facility Carried
S.H. 73 Feature Intersected
PANTHER CREEK Division
05 County
039 Location
3.2 MI E JCT S.H. 34 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00073 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
49.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
944 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16394 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X14ft.X47ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2042 0320 X H Index
95.05 Latitude
35:33:05.72 Longitude
-99:19:12.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 73 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16394 Vault Link
http://plansrv1/bridgemaintvault/b16394 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.55158889 Longitude DD
-99.32003889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16113 x
-11056256.1548029 y
4239094.82548734 |
|||||||||||||||||||||||||||||||||||||
| 16393 | 5569 0212 X | 16393 | Oklahoma | I-40 | CREEK | 5569 0212 X | (12ft.-14ft.-12ft.) X 10ft.X 183ft. R.C. BOX SK. 60 DEG. | 1965 | 35.46020833 | -97.63392222 | 49.199 | 0 | — | 3 | 30 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 82100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16112 BRKEY
16393 NBI No.
16393 On Under
1 Structure No.
5569 0212 X Control No.
069 Lane Ind.
Milepoint
02120 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
2.1 MI E CANADIAN C/L Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
75 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
82100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
3 Appr. Roadway Width
127.999 Span Type Main
M Material
1 - Concrete Design
19 Length
49.199 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
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
131360 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16393 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 10ft.X 183ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0212 X H Index
67 Latitude
35:27:36.75 Longitude
-97:38:02.12 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16393 Vault Link
http://plansrv1/bridgemaintvault/b16393 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.46020833 Longitude DD
-97.63392222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16112 x
-10868558.5056805 y
4226598.82650198 |
|||||||||||||||||||||||||||||||||||||
| 16300 | 0317 1963 X | 16300 | Atoka | S.H. 43 | CREEK | 0317 1963 X | (2) 10ft. X 3ft. X 55ft. LONG RCB | 1965 | 34.53718056 | -95.73430278 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16109 BRKEY
16300 NBI No.
16300 On Under
1 Structure No.
0317 1963 X Control No.
017 Lane Ind.
Milepoint
19630 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
005 Location
19.63 E JCT US-69 Sufficiency
89 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.999 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
1965 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.29 HS Inv. Rating Method
1 HS Inv. Method
28.37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16300 ODOT County
03 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
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 3ft. X 55ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1963 X H Index
100 Latitude
34:32:13.85 Longitude
-95:44:03.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
74 NBI Text
16300 Vault Link
http://plansrv1/bridgemaintvault/b16300 GIS FO/SD
Meets Standards H Inv. Method
15.76 Latitude DD
34.53718056 Longitude DD
-95.73430278 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16109 x
-10657093.8369187 y
4101162.3543437 |
|||||||||||||||||||||||||||||||||||||
| 16299 | 7280 1350 X | 16299 | Tulsa | S.H. 51 | CREEK | 7280 1350 X | 3-10ft.X 4ft.X 271ft. R.C.BOX | 1965 | 36.06183333 | -95.77156667 | 32.999 | 0 | — | 3 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 69200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16108 BRKEY
16299 NBI No.
16299 On Under
1 Structure No.
7280 1350 X Control No.
080 Lane Ind.
Milepoint
13500 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
08 County
143 Location
5.5 MI E US-169 Sufficiency
64.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
B 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
1965 ADT Total
69200 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
8 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.1 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
110720 Future ADT Year
2042 Bypass Detour
3.106856 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
16299 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
3-10ft.X 4ft.X 271ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 1350 X H Index
97.4055 Latitude
36:03:42.6 Longitude
-95:46:17.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16299 Vault Link
http://plansrv1/bridgemaintvault/b16299 GIS FO/SD
Meets Standards H Inv. Method
15.7 Latitude DD
36.06183333 Longitude DD
-95.77156667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16108 x
-10661242.0341784 y
4309132.88184162 |
|||||||||||||||||||||||||||||||||||||
| 16298 | 6425T1300 X | 16298 | Pushmataha | IND. NATION TP | CREEK | 6425T1300 X | 2-12ft.X 8ft. X 123ft. | 1965 | 34.31001389 | -95.71351667 | 25 | 125 | — | 2 | 0 | 4 | 68 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16107 BRKEY
16298 NBI No.
16298 On Under
1 Structure No.
6425T1300 X Control No.
025 Lane Ind.
Milepoint
13000 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
127 Location
81.9 MI S JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
68 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
125 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16298 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 8ft. X 123ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T1300 X H Index
100 Latitude
34:18:36.05 Longitude
-95:42:48.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
81.92 NBI Text
16298 Vault Link
http://plansrv1/bridgemaintvault/b16298 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.31001389 Longitude DD
-95.71351667 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16107 x
-10654779.9377379 y
4070505.66822077 |
|||||||||||||||||||||||||||||||||||||
| 16297 | 6425T1260 X | 16297 | Pushmataha | IND. NATION TP | CREEK | 6425T1260 X | 2-12ft. X 12ft. X 123ft. RCB | 1965 | 34.30603889 | -95.70937778 | 25 | 125 | — | 2 | 0 | 4 | 122.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16106 BRKEY
16297 NBI No.
16297 On Under
1 Structure No.
6425T1260 X Control No.
025 Lane Ind.
Milepoint
12600 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
127 Location
82.29 MI'S S JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
122.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
125 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16297 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 12ft. X 123ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T1260 X H Index
99.67 Latitude
34:18:21.74 Longitude
-95:42:33.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
82.29 NBI Text
16297 Vault Link
http://plansrv1/bridgemaintvault/b16297 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.30603889 Longitude DD
-95.70937778 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16106 x
-10654319.1986106 y
4069969.97256252 |
|||||||||||||||||||||||||||||||||||||
| 16483 | 4317 2444EX | 16483 | Love | I-35 NB | S.H. 77 SCENIC UNDER | 4317 2444EX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS | 1965 | 34.07116111 | -97.14940833 | 108.924 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | 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 | 13400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16099 BRKEY
16483 NBI No.
16483 On Under
1 Structure No.
4317 2444EX Control No.
017 Lane Ind.
E Milepoint
24440 Facility Carried
I-35 NB Feature Intersected
S.H. 77 SCENIC UNDER Division
07 County
085 Location
CARTER C/L Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
13400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
8.1 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.924 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21440 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
1710 Min Measured Clearance
1710 NBI Rating
16483 ODOT County
43 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
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2444EX H Index
89.6714 Latitude
34:04:16.18 Longitude
-97:08:57.87 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
134 NBI Text
16483 Vault Link
http://plansrv1/bridgemaintvault/b16483 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.07116111 Longitude DD
-97.14940833 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16099 x
-10814622.6661634 y
4038361.23165172 |
|||||||||||||||||||||||||||||||||||||
| 16482 | 4317 2444WX | 16482 | Love | I-35 SB | S.H. 77 SCENIC UNDER | 4317 2444WX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS | 1965 | 34.07086389 | -97.15027778 | 108.924 | 40 | — | 3 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16098 BRKEY
16482 NBI No.
16482 On Under
1 Structure No.
4317 2444WX Control No.
017 Lane Ind.
W Milepoint
24440 Facility Carried
I-35 SB Feature Intersected
S.H. 77 SCENIC UNDER Division
07 County
085 Location
CARTER C/L Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
13450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
8.1 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.924 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 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
21520 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
1611 Min Measured Clearance
1611 NBI Rating
16482 ODOT County
43 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
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2444WX H Index
84.9039 Latitude
34:04:15.11 Longitude
-97:09:01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
135 NBI Text
16482 Vault Link
http://plansrv1/bridgemaintvault/b16482 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.07086389 Longitude DD
-97.15027778 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16098 x
-10814719.4528947 y
4038321.28884511 |
|||||||||||||||||||||||||||||||||||||
| 16481 | 4317 2142WX | 16481 | Love | I-35 SB | CO. RD. E206 UNDER | 4317 2142WX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 15 DEG. WITH (2) 6ft. CURBS | 1965 | 34.02730833 | -97.14880833 | 105.971 | 40 | — | 3 | 15 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16097 BRKEY
16481 NBI No.
16481 On Under
1 Structure No.
4317 2142WX Control No.
017 Lane Ind.
W Milepoint
21420 Facility Carried
I-35 SB Feature Intersected
CO. RD. E206 UNDER Division
07 County
085 Location
6.1 MI N JCT SH32 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
13450 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
15.17 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21520 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
1502 Min Measured Clearance
1502 NBI Rating
16481 ODOT County
43 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
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 15 DEG. WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2142WX H Index
84.6493 Latitude
34:01:38.31 Longitude
-97:08:55.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
128 NBI Text
16481 Vault Link
http://plansrv1/bridgemaintvault/b16481 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.02730833 Longitude DD
-97.14880833 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16097 x
-10814555.8744689 y
4032469.45733267 |
|||||||||||||||||||||||||||||||||||||
| 16480 | 4317 2142EX | 16480 | Love | I-35 NB | CO. RD. E206 UNDER | 4317 2142EX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 13 DEG. WITH (2) 6ft. CURBS | 1965 | 34.02730556 | -97.14721389 | 105.971 | 40 | — | 3 | 13 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16096 BRKEY
16480 NBI No.
16480 On Under
1 Structure No.
4317 2142EX Control No.
017 Lane Ind.
E Milepoint
21420 Facility Carried
I-35 NB Feature Intersected
CO. RD. E206 UNDER Division
07 County
085 Location
6.1 MI N JCT SH32 Sufficiency
92 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
13400 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
7.201 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21440 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
1503 Min Measured Clearance
1503 NBI Rating
16480 ODOT County
43 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
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 13 DEG. WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2142EX H Index
90.2844 Latitude
34:01:38.3 Longitude
-97:08:49.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
127 NBI Text
16480 Vault Link
http://plansrv1/bridgemaintvault/b16480 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.02730556 Longitude DD
-97.14721389 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16096 x
-10814378.38222 y
4032469.0852697 |
|||||||||||||||||||||||||||||||||||||
| 16479 | 4317 2040WX | 16479 | Love | I-35 SB | CO. RD. E207 UNDER | 4317 2040WX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 11 DEG. WITH (2) 6ft. CURBS | 1965 | 34.01276944 | -97.143875 | 105.971 | 40 | — | 3 | 11 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16095 BRKEY
16479 NBI No.
16479 On Under
1 Structure No.
4317 2040WX Control No.
017 Lane Ind.
W Milepoint
20400 Facility Carried
I-35 SB Feature Intersected
CO. RD. E207 UNDER Division
07 County
085 Location
5.1 MI N JCT SH32 Sufficiency
93 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
13450 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105.971 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21520 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
1405 Min Measured Clearance
1405 NBI Rating
16479 ODOT County
43 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
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS SKEWED 11 DEG. WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 2040WX H Index
85.8495 Latitude
34:00:45.97 Longitude
-97:08:37.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
126 NBI Text
16479 Vault Link
http://plansrv1/bridgemaintvault/b16479 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.01276944 Longitude DD
-97.143875 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16095 x
-10814006.6986854 y
4030516.77884521 |
|||||||||||||||||||||||||||||||||||||
| 16392 | 5569R0197 XC | 16392 | Oklahoma | I-40 SD (ROCKWELL | CREEK | 5569R0197 XC | (13ft.-17ft.-13ft.)X 9ft.X 47ft. R.C.BOX | 1965 | 35.46 | -97.63666667 | 45.932 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 300 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16094 BRKEY
16392 NBI No.
16392 On Under
1 Structure No.
5569R0197 XC Control No.
069 Lane Ind.
Milepoint
01970 Facility Carried
I-40 SD (ROCKWELL Feature Intersected
CREEK Division
04 County
109 Location
400' S OF I-40 Sufficiency
97 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
300 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
130 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 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.
9 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
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
300 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16392 ODOT County
55 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
(13ft.-17ft.-13ft.)X 9ft.X 47ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
5569R0197 XC H Index
100 Latitude
35:27:36 Longitude
-97:38:12 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 SD (ROCKWELL Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16392 Vault Link
http://plansrv1/bridgemaintvault/b16392 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.46 Longitude DD
-97.63666667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16094 x
-10868864.016457 y
4226570.35427435 |
|||||||||||||||||||||||||||||||||||||
| 16296 | 7280 1050SXR | 16296 | Tulsa | S.H. 51 RAMP | CREEK | 7280 1050SXR | 2-8ft.X 8ft.X 410ft. R.C.BOX SK 60 DEG. | 1965 | 36.07988611 | -95.81803056 | 21.982 | 0 | — | 2 | 30 | 9 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16088 BRKEY
16296 NBI No.
16296 On Under
1 Structure No.
7280 1050SXR Control No.
080 Lane Ind.
S Milepoint
10500 Facility Carried
S.H. 51 RAMP Feature Intersected
CREEK Division
08 County
143 Location
200' W OF 145 ST Sufficiency
83.4 Kind Hwy
3 Level Service
7 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
B 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
1965 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
9 Fill RCB
15 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.5 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16296 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
2-8ft.X 8ft.X 410ft. R.C.BOX SK 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7280 1050SXR H Index
94.3534 Latitude
36:04:47.59 Longitude
-95:49:04.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
16296 Vault Link
http://plansrv1/bridgemaintvault/b16296 GIS FO/SD
Meets Standards H Inv. Method
29.1 Latitude DD
36.07988611 Longitude DD
-95.81803056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16088 x
-10666414.3707535 y
4311619.15246717 |
|||||||||||||||||||||||||||||||||||||
| 16295 | 7280 0990 X | 16295 | Tulsa | S.H. 51 | CREEK | 7280 0990 X | 3 - 10 X 8 X 178 RC BOX W/ 4ft. CURTAIN WALLS. | 1965 | 36.08515833 | -95.82798056 | 33.999 | 0 | — | 3 | 0 | 9 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 89100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16087 BRKEY
16295 NBI No.
16295 On Under
1 Structure No.
7280 0990 X Control No.
080 Lane Ind.
Milepoint
09900 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
08 County
143 Location
2 MI E US-169 Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
B 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
1965 ADT Total
89100 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
9 Fill RCB
FG Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
142560 Future ADT Year
2042 Bypass Detour
3.106856 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
16295 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
3 - 10 X 8 X 178 RC BOX W/ 4ft. CURTAIN WALLS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0990 X H Index
97.5232 Latitude
36:05:06.57 Longitude
-95:49:40.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16295 Vault Link
http://plansrv1/bridgemaintvault/b16295 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.08515833 Longitude DD
-95.82798056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16087 x
-10667521.9996869 y
4312345.36248849 |
|||||||||||||||||||||||||||||||||||||
| 16294 | 6134T0730 X | 16294 | Pittsburg | IND. NATION TP | CREEK | 6134T0730 X | 2-10ft. X 10ft. X 230ft. RC BOX | 1965 | 34.95601111 | -95.84625278 | 20.997 | 232.001 | — | 2 | 0 | 4 | 230 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16086 BRKEY
16294 NBI No.
16294 On Under
1 Structure No.
6134T0730 X Control No.
034 Lane Ind.
Milepoint
07300 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
34.1 MI S I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
230 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
232.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
591.4 HS Inv. Rating Method
1 HS Inv. Method
354.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16294 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 230ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0730 X H Index
100 Latitude
34:57:21.64 Longitude
-95:50:46.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34.16 NBI Text
16294 Vault Link
http://plansrv1/bridgemaintvault/b16294 GIS FO/SD
Meets Standards H Inv. Method
339.8 Latitude DD
34.95601111 Longitude DD
-95.84625278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16086 x
-10669556.053913 y
4157904.83527887 |