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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 14034 | 5509 1167 X | 14034 | Oklahoma | I-35 | CREEK | 5509 1167 X | 3-10ft. X 6ft. X 200ft. R.C. BOX | 1958 | 35.70085556 | -97.41590278 | 31.699 | 0 | — | 3 | 0 | 4 | 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 | 48100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13768 BRKEY
14034 NBI No.
14034 On Under
1 Structure No.
5509 1167 X Control No.
009 Lane Ind.
Milepoint
11670 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
109 Location
3.3 MI N JCT SH 66 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.998 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
48100 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
16 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
31.699 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
59.53 HS Inv. Rating Method
1 HS Inv. Method
35.71 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
76960 Future ADT Year
2042 Bypass Detour
0 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
14034 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 200ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1167 X H Index
97.9649 Latitude
35:42:03.08 Longitude
-97:24:57.25 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
NBI Text
14034 Vault Link
http://plansrv1/bridgemaintvault/b14034 GIS FO/SD
Meets Standards H Inv. Method
24.96 Latitude DD
35.70085556 Longitude DD
-97.41590278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13768 x
-10844288.6926366 y
4259537.24537366 |
|||||||||||||||||||||||||||||||||||||
| 13939 | 5801T1448 X | 13939 | Ottawa | WILL ROGERS TPI-44 | NEOSHO RIVER | 5801T1448 X | 67ft.,(147ft.-210ft.-147ft.) | 1957 | 36.85155 | -94.85609722 | 1359.908 | 74.8 | — | 3 | 0 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13763 BRKEY
13939 NBI No.
13939 On Under
1 Structure No.
5801T1448 X Control No.
001 Lane Ind.
Milepoint
14480 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
NEOSHO RIVER Division
08 County
115 Location
71.54 MI NE OF TP GATE Sufficiency
91.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
18400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1359.908 Deck Width
74.8 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.2 HS Inv. Rating Method
1 HS Inv. Method
39.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29440 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
13939 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
67ft.,(147ft.-210ft.-147ft.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1448 X H Index
97.5137 Latitude
36:51:05.58 Longitude
-94:51:21.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71.54 NBI Text
13939 Vault Link
http://plansrv1/bridgemaintvault/b13939 GIS FO/SD
Meets Standards H Inv. Method
22.1 Latitude DD
36.85155 Longitude DD
-94.85609722 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13763 x
-10559332.4411677 y
4418434.92202636 |
|||||||||||||||||||||||||||||||||||||
| 13938 | 4317 0000EX | 13938 | Love | I-35 NB | RED RIVER | 4317 0000EX | 3(4-106ft.CONT) PLATE GIRDER SPANS | 1957 | 33.729028 | -97.157511 | 1272 | 40 | — | 12 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 24350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13762 BRKEY
13938 NBI No.
13938 On Under
1 Structure No.
4317 0000EX Control No.
017 Lane Ind.
E Milepoint
00000 Facility Carried
I-35 NB Feature Intersected
RED RIVER Division
07 County
085 Location
TEX-OK S/L Sufficiency
81.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
24350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1272 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
9 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
31600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13938 ODOT County
43 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(4-106ft.CONT) PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0000EX H Index
100 Latitude
33:43:44.5 Longitude
-97:09:27.04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 NB 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
13938 Vault Link
http://plansrv1/bridgemaintvault/b13938 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
33.729028 Longitude DD
-97.157511 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13762 x
-10815524.6512619 y
3992474.88250284 |
|||||||||||||||||||||||||||||||||||||
| 14129 | 6630T0640 X | 14129 | Rogers | CO. RD. E0540 | WILL ROGERS TP I-44 UND | 6630T0640 X | 33ft.,2-42.5ft.,33ft. I-BM | 1958 | 36.23361111 | -95.67083333 | 153.871 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.9 | Fair (5) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13755 BRKEY
14129 NBI No.
14129 On Under
1 Structure No.
6630T0640 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0540 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
6.76 MI.NE OF TP GATE Sufficiency
49.9 Kind Hwy
4 Level Service
1 Route No.
E0540 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
58.4 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1506 Min Measured Clearance
1503 NBI Rating
14129 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,2-42.5ft.,33ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0640 X H Index
91.9708 Latitude
36:14:01 Longitude
-95:40:15 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0540 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06.76 NBI Text
14129 Vault Link
http://plansrv1/bridgemaintvault/b14129 GIS FO/SD
FO H Inv. Method
25.4 Latitude DD
36.23361111 Longitude DD
-95.67083333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13755 x
-10650028.4500637 y
4332813.69532707 |
|||||||||||||||||||||||||||||||||||||
| 14126 | 5515 1068WX | 14126 | Oklahoma | I-35 SB | NE 42ND ST. UNDER | 5515 1068WX | 42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS | 1958 | 35.51480556 | -97.45968611 | 143.999 | 32.001 | — | 3 | 0 | 2 | 27.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13752 BRKEY
14126 NBI No.
14126 On Under
1 Structure No.
5515 1068WX Control No.
015 Lane Ind.
W Milepoint
10680 Facility Carried
I-35 SB Feature Intersected
NE 42ND ST. UNDER Division
04 County
109 Location
3.3 MI N OF E JCT-I40 Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
33150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
143.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
53040 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1611 Min Measured Clearance
1609 NBI Rating
14126 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.62 Rt. Curb SW
0.62 Description
42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1068WX H Index
89.37 Latitude
35:30:53.3 Longitude
-97:27:34.87 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14126 Vault Link
http://plansrv1/bridgemaintvault/b14126 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.51480556 Longitude DD
-97.45968611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13752 x
-10849162.6306375 y
4234063.11282309 |
|||||||||||||||||||||||||||||||||||||
| 14125 | 5515 1068EX | 14125 | Oklahoma | I-35 NB | NE 42ND ST. UNDER | 5515 1068EX | 42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/PARAPET RAILS | 1958 | 35.51480556 | -97.45932222 | 143.999 | 32.001 | — | 3 | 0 | 2 | 27.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13751 BRKEY
14125 NBI No.
14125 On Under
1 Structure No.
5515 1068EX Control No.
015 Lane Ind.
E Milepoint
10680 Facility Carried
I-35 NB Feature Intersected
NE 42ND ST. UNDER Division
04 County
109 Location
3.3 MI N OF E JCT-I40 Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
34800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
143.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
55680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1601 Min Measured Clearance
1600 NBI Rating
14125 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.62 Rt. Curb SW
0.62 Description
42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1068EX H Index
85.7192 Latitude
35:30:53.3 Longitude
-97:27:33.56 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14125 Vault Link
http://plansrv1/bridgemaintvault/b14125 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.51480556 Longitude DD
-97.45932222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13751 x
-10849122.122588 y
4234063.11282309 |
|||||||||||||||||||||||||||||||||||||
| 14124 | 5402R0999 X | 14124 | Okfuskee | U.S. 62 | BOLEY CREEK | 5402 0999 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1958 | 35.4863 | -96.459586 | 141.076 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 20.3 | Serious (3) | Poor (4) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13750 BRKEY
14124 NBI No.
14124 On Under
1 Structure No.
5402R0999 X Control No.
002 Lane Ind.
Milepoint
09990 Facility Carried
U.S. 62 Feature Intersected
BOLEY CREEK Division
03 County
107 Location
1.7 MI E BOLEY Sufficiency
20.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
1200 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.518 HS Inv. Rating Method
1 HS Inv. Method
27.888 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2036 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14124 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5402 0999 X H Index
73.4698 Latitude
35:29:10.68 Longitude
-96:27:34.51 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14124 Vault Link
http://plansrv1/bridgemaintvault/b14124 GIS FO/SD
SD H Inv. Method
20.503 Latitude DD
35.4863 Longitude DD
-96.459586 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13750 x
-10737831.99565 y
4230165.32896314 |
|||||||||||||||||||||||||||||||||||||
| 14033 | 1102 0953 X | 14033 | Cherokee | U.S. 62 | GOODMAN CREEK | 1102 0953 X | 3-10ft.X 9ft.X 120ft. R.C.BOX | 1958 | 35.856817 | -94.982094 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 12700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13749 BRKEY
14033 NBI No.
14033 On Under
1 Structure No.
1102 0953 X Control No.
002 Lane Ind.
Milepoint
09530 Facility Carried
U.S. 62 Feature Intersected
GOODMAN CREEK Division
01 County
021 Location
9.7 MI NE MUSKOGEE CO Sufficiency
84.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
66.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
12700 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
7 Appr. Roadway Width
66.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 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
100 HS Inv. Rating Method
1 HS Inv. Method
99.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20320 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
14033 ODOT County
11 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 9ft.X 120ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1102 0953 X H Index
98.3814 Latitude
35:51:24.54 Longitude
-94:58:55.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
14033 Vault Link
http://plansrv1/bridgemaintvault/b14033 GIS FO/SD
Meets Standards H Inv. Method
62.6 Latitude DD
35.856817 Longitude DD
-94.982094 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13749 x
-10573358.3385588 y
4280937.45563214 |
|||||||||||||||||||||||||||||||||||||
| 14032 | 1820 0939 X | 14032 | Craig | S.H. 10 | CREEK | 1820 0939 X | 3-10ft. X 6ft. X 38ft. R.C. BOX WITH HANDRAILS | 1958 | 36.88154167 | -95.26708333 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.9 | 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 | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13748 BRKEY
14032 NBI No.
14032 On Under
1 Structure No.
1820 0939 X Control No.
020 Lane Ind.
Milepoint
09390 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
035 Location
9.5 MI W JCT US 59 Sufficiency
90.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
250 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
32.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
85.127853 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14032 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 38ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1820 0939 X H Index
94.2913 Latitude
36:52:53.55 Longitude
-95:16:01.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14032 Vault Link
http://plansrv1/bridgemaintvault/b14032 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.88154167 Longitude DD
-95.26708333 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13748 x
-10605083.205656 y
4422608.0608284 |
|||||||||||||||||||||||||||||||||||||
| 14031 | 4516 0913 X | 14031 | McCurtain | U.S. 259 | CREEK | 4516 0913 X | (3) 10ft. X 5ft. X 59ft. LONG RCB | 1958 | 34.15643333 | -94.75373333 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13747 BRKEY
14031 NBI No.
14031 On Under
1 Structure No.
4516 0913 X Control No.
016 Lane Ind.
Milepoint
09130 Facility Carried
U.S. 259 Feature Intersected
CREEK Division
02 County
089 Location
9.1 N JCT US-70 Sufficiency
81.1 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
58.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 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
6 Culv. Rating
8 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
56.96 HS Inv. Rating Method
1 HS Inv. Method
34.17 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14031 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 5ft. X 59ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 0913 X H Index
100 Latitude
34:09:23.16 Longitude
-94:45:13.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53 NBI Text
14031 Vault Link
http://plansrv1/bridgemaintvault/b14031 GIS FO/SD
Meets Standards H Inv. Method
18.96 Latitude DD
34.15643333 Longitude DD
-94.75373333 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13747 x
-10547937.3450572 y
4049826.59179167 |
|||||||||||||||||||||||||||||||||||||
| 14030 | 6630T0800 X | 14030 | Rogers | WILL ROGERS TPI-44 | CREEK | 6630T0800 X | 3-12ft. X 10ft. X 115ft. RC BOX | 1958 | 36.25073056 | -95.65308611 | 37.999 | 117.001 | — | 3 | 0 | 4 | 115 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13746 BRKEY
14030 NBI No.
14030 On Under
1 Structure No.
6630T0800 X Control No.
030 Lane Ind.
Milepoint
08000 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
131 Location
8.81MI.NE OF T P GATE Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
115 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
117.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 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
37600 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14030 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 10ft. X 115ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0800 X H Index
95.017 Latitude
36:15:02.63 Longitude
-95:39:11.11 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08.30 NBI Text
14030 Vault Link
http://plansrv1/bridgemaintvault/b14030 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.25073056 Longitude DD
-95.65308611 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13746 x
-10648052.8385703 y
4335176.58244836 |
|||||||||||||||||||||||||||||||||||||
| 14029 | 5420 0645 X | 14029 | Okfuskee | S.H. 84 | CREEK | 5420 0645 X | 3-10ft.X 10ft.X 60ft. RDY | 1958 | 35.337103 | -96.096928 | 34.121 | 62.008 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13745 BRKEY
14029 NBI No.
14029 On Under
1 Structure No.
5420 0645 X Control No.
020 Lane Ind.
Milepoint
06450 Facility Carried
S.H. 84 Feature Intersected
CREEK Division
03 County
107 Location
2.0 MI E JCT US 75 Sufficiency
89.2 Kind Hwy
3 Level Service
1 Route No.
00084 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
390 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
62.008 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
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14029 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 60ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5420 0645 X H Index
75.7657 Latitude
35:20:13.57 Longitude
-96:05:48.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 84 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14029 Vault Link
http://plansrv1/bridgemaintvault/b14029 GIS FO/SD
Meets Standards H Inv. Method
73.9 Latitude DD
35.337103 Longitude DD
-96.096928 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13745 x
-10697461.0917579 y
4209786.98482309 |
|||||||||||||||||||||||||||||||||||||
| 14028 | 0504 0576 X | 14028 | Beckham | I-40 | CREEK | 0504 0576 X | 3-10ft.X9ft.X184ft. RDY. R.C.B. | 1958 | 35.37103611 | -99.53810556 | 34.121 | 186.001 | — | 3 | 0 | 4 | 184.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 15700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13744 BRKEY
14028 NBI No.
14028 On Under
1 Structure No.
0504 0576 X Control No.
004 Lane Ind.
Milepoint
05760 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
009 Location
5.7 MI E I-40 BUS. Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
15700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
184.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
186.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
77.61 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25120 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14028 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X9ft.X184ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0576 X H Index
94.8472 Latitude
35:22:15.73 Longitude
-99:32:17.18 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
W NBI Text
14028 Vault Link
http://plansrv1/bridgemaintvault/b14028 GIS FO/SD
Meets Standards H Inv. Method
43.1 Latitude DD
35.37103611 Longitude DD
-99.53810556 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13744 x
-11080531.2254663 y
4214418.4881562 |
|||||||||||||||||||||||||||||||||||||
| 14286 | 0316 0348 X | 14286 | Atoka | S.H. 43 | CHILLY CREEK | 0316 0348 X | (3) 10ft. X 10ft. X 114ft. LONG RCB | 1959 | 34.54074722 | -96.03660556 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13743 BRKEY
14286 NBI No.
14286 On Under
1 Structure No.
0316 0348 X Control No.
016 Lane Ind.
Milepoint
03480 Facility Carried
S.H. 43 Feature Intersected
CHILLY CREEK Division
02 County
005 Location
3.48 E COAL C/L Sufficiency
84.3 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
99.9 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
1959 ADT Total
790 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 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
8 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
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1264 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14286 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
(3) 10ft. X 10ft. X 114ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0316 0348 X H Index
33 Latitude
34:32:26.69 Longitude
-96:02:11.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
59 NBI Text
14286 Vault Link
http://plansrv1/bridgemaintvault/b14286 GIS FO/SD
Meets Standards H Inv. Method
88.46 Latitude DD
34.54074722 Longitude DD
-96.03660556 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13743 x
-10690746.0284537 y
4101644.3491267 |
|||||||||||||||||||||||||||||||||||||
| 14285 | 3826 0344 X | 14285 | Kiowa | S.H. 54 | CREEK | 3826 0344 X | 3-10ft. X 10ft. X 32ft. RDY. R.C.B. W/ HANDRAILS | 1959 | 34.68276667 | -98.86121111 | 34.121 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13742 BRKEY
14285 NBI No.
14285 On Under
1 Structure No.
3826 0344 X Control No.
026 Lane Ind.
Milepoint
03440 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
3.4 MI N U.S. 62 Sufficiency
99.6 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.79 HS Inv. Rating Method
1 HS Inv. Method
37.67 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14285 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 32ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 0344 X H Index
95.2401 Latitude
34:40:57.96 Longitude
-98:51:40.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14285 Vault Link
http://plansrv1/bridgemaintvault/b14285 GIS FO/SD
Meets Standards H Inv. Method
20.93 Latitude DD
34.68276667 Longitude DD
-98.86121111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13742 x
-11005179.6799715 y
4120853.53481241 |
|||||||||||||||||||||||||||||||||||||
| 14284 | 5623 0256 X | 14284 | Okmulgee | S.H. 16 | SNAKE CREEK | 5623 0256 X | (3) 10ft. X 10ft. X 64ft. LONG RCB | 1959 | 35.74052222 | -95.95979167 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13741 BRKEY
14284 NBI No.
14284 On Under
1 Structure No.
5623 0256 X Control No.
023 Lane Ind.
Milepoint
02560 Facility Carried
S.H. 16 Feature Intersected
SNAKE CREEK Division
01 County
111 Location
2.6 E JCT US-75 Sufficiency
84.9 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 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
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
26.09759 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
14284 ODOT County
56 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
(3) 10ft. X 10ft. X 64ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5623 0256 X H Index
91.8907 Latitude
35:44:25.88 Longitude
-95:57:35.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0256 NBI Text
14284 Vault Link
http://plansrv1/bridgemaintvault/b14284 GIS FO/SD
Meets Standards H Inv. Method
64.19 Latitude DD
35.74052222 Longitude DD
-95.95979167 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13741 x
-10682195.145333 y
4264976.11802785 |
|||||||||||||||||||||||||||||||||||||
| 14283 | 6806 0209 X | 14283 | Sequoyah | U.S. 64 | SALT BRANCH CREEK | 6806 0209 X | (2) 10ft. X 8ft. X 48ft. LONG RCB SK 45° | 1959 | 35.50043333 | -95.04411944 | 32.5 | 32 | — | 2 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13740 BRKEY
14283 NBI No.
14283 On Under
1 Structure No.
6806 0209 X Control No.
006 Lane Ind.
Milepoint
02090 Facility Carried
U.S. 64 Feature Intersected
SALT BRANCH CREEK Division
01 County
135 Location
2.09 E JCT SH-10 Sufficiency
93.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
32.5 Deck Width
32 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14283 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 48ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6806 0209 X H Index
66.5792 Latitude
35:30:01.56 Longitude
-95:02:38.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0209 NBI Text
14283 Vault Link
http://plansrv1/bridgemaintvault/b14283 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
35.50043333 Longitude DD
-95.04411944 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13740 x
-10580262.9789559 y
4232097.7146843 |
|||||||||||||||||||||||||||||||||||||
| 14282 | 7034 0165 X | 14282 | Texas | U.S. 56 | CREEK | 7034 0165 X | 3-10ft.X8ft.X48.4ft.RCB | 1959 | 36.924436 | -102.002086 | 32.152 | 48.399 | — | 3 | 0 | 2 | 46.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13739 BRKEY
14282 NBI No.
14282 On Under
1 Structure No.
7034 0165 X Control No.
034 Lane Ind.
Milepoint
01650 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
139 Location
1.6 MI NE CIMARRON C/L Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.4 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
46.4 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
32.152 Deck Width
48.399 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.33 HS Inv. Rating Method
1 HS Inv. Method
34.99 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
14.291537 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
14282 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X8ft.X48.4ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7034 0165 X H Index
92.021 Latitude
36:55:27.97 Longitude
-102:00:07.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14282 Vault Link
http://plansrv1/bridgemaintvault/b14282 GIS FO/SD
Meets Standards H Inv. Method
19.42 Latitude DD
36.924436 Longitude DD
-102.002086 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13739 x
-11354820.2733717 y
4428579.36738463 |
|||||||||||||||||||||||||||||||||||||
| 14281 | 5233 0165 X | 14281 | Noble | I-35 | CREEK | 5233 0165 X | 3-10ft. X 10ft. X 275ft. R.C. BOX SK.60 DEG. LF | 1959 | 36.183175 | -97.32796667 | 37.697 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13738 BRKEY
14281 NBI No.
14281 On Under
1 Structure No.
5233 0165 X Control No.
033 Lane Ind.
Milepoint
01650 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
103 Location
1.7 MI N PAYNE C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
65.988 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
16200 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
33 Appr. Roadway Width
71.991 Span Type Main
M Material
1 - Concrete Design
19 Length
37.697 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25920 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14281 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 275ft. R.C. BOX SK.60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0165 X H Index
97.0611 Latitude
36:10:59.43 Longitude
-97:19:40.68 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
NBI Text
14281 Vault Link
http://plansrv1/bridgemaintvault/b14281 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
36.183175 Longitude DD
-97.32796667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13738 x
-10834499.6896491 y
4325855.33016074 |
|||||||||||||||||||||||||||||||||||||
| 14214 | 2208R1675 X | 14214 | Dewey | U.S. 183 | S. CANADIAN RIVER | 2208 1675 X | 4(4-100ft. CONT.) I-BEAM SPANS W/ 2-18ft.ft. SAFETY CURBS | 1958 | 36.05212222 | -98.966725 | 1604.987 | 31.001 | — | 16 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13737 BRKEY
14214 NBI No.
14214 On Under
1 Structure No.
2208R1675 X Control No.
008 Lane Ind.
Milepoint
16750 Facility Carried
U.S. 183 Feature Intersected
S. CANADIAN RIVER Division
05 County
043 Location
16.8 MI N CUSTER C/L Sufficiency
60.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
1700 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
16 Road Width
27.999 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
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1604.987 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
49.384 HS Inv. Rating Method
1 HS Inv. Method
29.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2036 Bypass Detour
62.75849 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14214 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
4(4-100ft. CONT.) I-BEAM SPANS W/ 2-18ft.ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2208 1675 X H Index
70.6445 Latitude
36:03:07.64 Longitude
-98:58:00.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14214 Vault Link
http://plansrv1/bridgemaintvault/b14214 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.05212222 Longitude DD
-98.966725 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13737 x
-11016925.4324779 y
4307795.68127651 |
|||||||||||||||||||||||||||||||||||||
| 14213 | 0554R0135 X | 14213 | Beckham | I-40 BUS. | NORTH FORK OF RED RIVER | 0554 0135 X | 50ft.,3(4-100ft. CONT.)50ft. I-BEAM W/ 3ft. SIDEWALKS | 1958 | 35.281856 | -99.639811 | 1306.102 | 60 | — | 12 | 0 | 4 | 54.003 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2400 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13736 BRKEY
14213 NBI No.
14213 On Under
1 Structure No.
0554R0135 X Control No.
054 Lane Ind.
Milepoint
01350 Facility Carried
I-40 BUS. Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
009 Location
1.4 MI N JCT U.S. 283 Sufficiency
67 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
2400 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
54.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
64.003 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1306.102 Deck Width
60 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2038 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14213 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
50ft.,3(4-100ft. CONT.)50ft. I-BEAM W/ 3ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0554 0135 X H Index
57.3757 Latitude
35:16:54.68 Longitude
-99:38:23.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-40 BUS. Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
W NBI Text
14213 Vault Link
http://plansrv1/bridgemaintvault/b14213 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.281856 Longitude DD
-99.639811 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13736 x
-11091853.023258 y
4202250.52397079 |
|||||||||||||||||||||||||||||||||||||
| 14212 | 0702R0000EX | 14212 | Bryan | U.S. 69 | RED RIVER | 0702R0000EX | 2(4-125ft. CONT PLATE | 1958 | 33.82495 | -96.53109167 | 1182.087 | 31.001 | — | 8 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.9 | Fair (5) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10790 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13735 BRKEY
14212 NBI No.
14212 On Under
1 Structure No.
0702R0000EX Control No.
002 Lane Ind.
E Milepoint
00000 Facility Carried
U.S. 69 Feature Intersected
RED RIVER Division
02 County
013 Location
OKLA TEXAS STATE LINE Sufficiency
53.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
10790 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
27.999 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
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1182.087 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.
9 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 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
26750 Future ADT Year
2017 Bypass Detour
11.184681 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
14212 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
2(4-125ft. CONT PLATE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0702R0000EX H Index
100 Latitude
33:49:29.82 Longitude
-96:31:51.93 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14212 Vault Link
http://plansrv1/bridgemaintvault/b14212 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
33.82495 Longitude DD
-96.53109167 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13735 x
-10745791.9704232 y
4005321.23728472 |
|||||||||||||||||||||||||||||||||||||
| 14211 | 6630T0340NX | 14211 | Rogers | WILL ROGERS TPI-44 | VERDIGRIS RIV & ACCESS R | 6630T0340NX | 40ft.,(2-121ft.),(147ft.,2 | 1958 | 36.202928 | -95.708728 | 1075.131 | 37.001 | — | 7 | 0 | 2 | 33.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 13650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13734 BRKEY
14211 NBI No.
14211 On Under
1 Structure No.
6630T0340NX Control No.
030 Lane Ind.
N Milepoint
03400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
VERDIGRIS RIV & ACCESS R Division
08 County
131 Location
4.0 MI NE OF T P GATE Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
13650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
37.999 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1075.131 Deck Width
37.001 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
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.5 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21840 Future ADT Year
2042 Bypass Detour
0.124274 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
14211 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,(2-121ft.),(147ft.,2 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0340NX H Index
81.0113 Latitude
36:12:10.54 Longitude
-95:42:31.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.00 N NBI Text
14211 Vault Link
http://plansrv1/bridgemaintvault/b14211 GIS FO/SD
FO H Inv. Method
24.3 Latitude DD
36.202928 Longitude DD
-95.708728 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13734 x
-10654246.8654319 y
4328579.99796943 |
|||||||||||||||||||||||||||||||||||||
| 14210 | 6630T0340SX | 14210 | Rogers | WILL ROGERS TPI-44 | VERDIGRIS RIV &ACCESS RD | 6630T0340SX | 40ft.,(2-121ft.),(147ft.,210ft.,147ft.),(2-121ft.),40ft. I-BM SPANS | 1958 | 36.202669 | -95.708408 | 1075.131 | 37.001 | — | 7 | 0 | 2 | 33.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 13100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13733 BRKEY
14210 NBI No.
14210 On Under
1 Structure No.
6630T0340SX Control No.
030 Lane Ind.
S Milepoint
03400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
VERDIGRIS RIV &ACCESS RD Division
08 County
131 Location
4.0 MI NE OF T P GATE Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
13100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
37.999 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1075.131 Deck Width
37.001 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
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.3 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20960 Future ADT Year
2042 Bypass Detour
0.124274 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
14210 ODOT County
66 Nav. Control
1 Nav. HC
204.724 Lft. Br. Nav. Cl.
0 Nav. VC
54.79 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,(2-121ft.),(147ft.,210ft.,147ft.),(2-121ft.),40ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0340SX H Index
81.6876 Latitude
36:12:09.61 Longitude
-95:42:30.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.00 S NBI Text
14210 Vault Link
http://plansrv1/bridgemaintvault/b14210 GIS FO/SD
FO H Inv. Method
23.8 Latitude DD
36.202669 Longitude DD
-95.708408 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13733 x
-10654211.2431949 y
4328544.26786175 |
|||||||||||||||||||||||||||||||||||||
| 14123 | 5515 0963WX | 14123 | Oklahoma | I-35 SB | NE 29TH ST. UNDER | 5515 0963WX | 42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS | 1958 | 35.50025556 | -97.46321667 | 143.999 | 32.001 | — | 3 | 0 | 2 | 27.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13732 BRKEY
14123 NBI No.
14123 On Under
1 Structure No.
5515 0963WX Control No.
015 Lane Ind.
W Milepoint
09630 Facility Carried
I-35 SB Feature Intersected
NE 29TH ST. UNDER Division
04 County
109 Location
2.3 MI N OF E JCT-I40 Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
33150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
143.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
53040 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1610 Min Measured Clearance
1608 NBI Rating
14123 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0.62 Rt. Curb SW
0.62 Description
42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0963WX H Index
87.8332 Latitude
35:30:00.92 Longitude
-97:27:47.58 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14123 Vault Link
http://plansrv1/bridgemaintvault/b14123 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.50025556 Longitude DD
-97.46321667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13732 x
-10849555.6507789 y
4232073.40689223 |
|||||||||||||||||||||||||||||||||||||
| 14122 | 5515 0963EX | 14122 | Oklahoma | I-35 NB | NE 29TH ST. UNDER | 5515 0963EX | 42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS | 1958 | 35.50017778 | -97.46286389 | 143.999 | 32.001 | — | 3 | 0 | 2 | 27.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13731 BRKEY
14122 NBI No.
14122 On Under
1 Structure No.
5515 0963EX Control No.
015 Lane Ind.
E Milepoint
09630 Facility Carried
I-35 NB Feature Intersected
NE 29TH ST. UNDER Division
04 County
109 Location
2.3 MI N OF E JCT I40 Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
34800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
143.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
55680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1603 Min Measured Clearance
1601 NBI Rating
14122 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.62 Rt. Curb SW
0.62 Description
42ft.-58ft.-42ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0963EX H Index
90.9033 Latitude
35:30:00.64 Longitude
-97:27:46.31 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14122 Vault Link
http://plansrv1/bridgemaintvault/b14122 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.50017778 Longitude DD
-97.46286389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13731 x
-10849516.3794889 y
4232062.77148098 |
|||||||||||||||||||||||||||||||||||||
| 14121 | 7217R0092WX | 14121 | Tulsa | U.S. 75 | SOUTH DUCK CREEK | 7217 0092WX | 40ft.-60ft.-40ft. I-BM. SPANS | 1958 | 35.87029722 | -96.01554444 | 141.076 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.1 | Serious (3) | Satisfactory (6) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10150 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
13730 BRKEY
14121 NBI No.
14121 On Under
1 Structure No.
7217R0092WX Control No.
017 Lane Ind.
W Milepoint
00920 Facility Carried
U.S. 75 Feature Intersected
SOUTH DUCK CREEK Division
08 County
143 Location
0.9 MI N C/L Sufficiency
30.1 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
10150 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.187 HS Inv. Rating Method
1 HS Inv. Method
27.668 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16240 Future ADT Year
2030 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
14121 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0092WX H Index
71.3971 Latitude
35:52:13.07 Longitude
-96:00:55.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14121 Vault Link
http://plansrv1/bridgemaintvault/b14121 GIS FO/SD
SD H Inv. Method
20.393 Latitude DD
35.87029722 Longitude DD
-96.01554444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13730 x
-10688401.5152997 y
4282789.11468868 |
|||||||||||||||||||||||||||||||||||||
| 14120 | 7217R0092EX | 14120 | Tulsa | U.S. 75 | SOUTH DUCK CREEK | 7217 0092EX | 40ft.-60ft.-40ft. I-BM. SPANS | 1964 | 35.8703 | -96.01523333 | 141.076 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.6 | Serious (3) | 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 | 10150 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
13729 BRKEY
14120 NBI No.
14120 On Under
1 Structure No.
7217R0092EX Control No.
017 Lane Ind.
E Milepoint
00920 Facility Carried
U.S. 75 Feature Intersected
SOUTH DUCK CREEK Division
08 County
143 Location
0.9 MI N C/L Sufficiency
35.6 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
10150 ADT Year
2010 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
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.823 HS Inv. Rating Method
1 HS Inv. Method
46.738 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16240 Future ADT Year
2030 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
14120 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0092EX H Index
69.2763 Latitude
35:52:13.08 Longitude
-96:00:54.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14120 Vault Link
http://plansrv1/bridgemaintvault/b14120 GIS FO/SD
SD H Inv. Method
32.849 Latitude DD
35.8703 Longitude DD
-96.01523333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13729 x
-10688366.8826929 y
4282789.49658527 |
|||||||||||||||||||||||||||||||||||||
| 14118 | 5515 1018 X | 14118 | Oklahoma | NE 36TH ST. | I-35 UNDER | 5515 1018 X | 2-65ft. CONC. RIGID FRAME SPANS W/ 2-3ft. SIDEWALKS SK. 74 DEG. 06ft.30ft. | 1958 | 35.50776944 | -97.46065 | 131.001 | 62.001 | — | 2 | 16 | 4 | 53.999 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13727 BRKEY
14118 NBI No.
14118 On Under
1 Structure No.
5515 1018 X Control No.
Lane Ind.
Milepoint
Facility Carried
NE 36TH ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
2.8 MI N OF E JCT-I40 Sufficiency
69.9 Kind Hwy
5 Level Service
1 Route No.
09540 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
2 Road Width
53.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
25.499 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
131.001 Deck Width
62.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
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
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1608 Min Measured Clearance
1602 NBI Rating
14118 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
2-65ft. CONC. RIGID FRAME SPANS W/ 2-3ft. SIDEWALKS SK. 74 DEG. 06ft.30ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1018 X H Index
72.4759 Latitude
35:30:27.97 Longitude
-97:27:38.34 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
N.E. 36TH ST Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14118 Vault Link
http://plansrv1/bridgemaintvault/b14118 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.50776944 Longitude DD
-97.46065 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13727 x
-10849269.9303815 y
4233100.8815744 |
|||||||||||||||||||||||||||||||||||||
| 14027 | 4804 0526 X | 14027 | Marshall | U.S. 70 | CREEK | 4804 0526 X | (3) 10ft. X 5ft. X 72ft. RCB SK 30° | 1958 | 34.02739444 | -96.72655833 | 39.301 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13726 BRKEY
14027 NBI No.
14027 On Under
1 Structure No.
4804 0526 X Control No.
004 Lane Ind.
Milepoint
05260 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
095 Location
5.26 SE JCT SH-99 EAST Sufficiency
84.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
6300 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
6 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N 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
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.7 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
18 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
14027 ODOT County
48 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 5ft. X 72ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4804 0526 X H Index
98.35 Latitude
34:01:38.62 Longitude
-96:43:35.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08 NBI Text
14027 Vault Link
http://plansrv1/bridgemaintvault/b14027 GIS FO/SD
Meets Standards H Inv. Method
15.6 Latitude DD
34.02739444 Longitude DD
-96.72655833 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13726 x
-10767551.2194815 y
4032481.02352735 |
|||||||||||||||||||||||||||||||||||||
| 14026 | 6010 0521 X | 14026 | Payne | S.H. 33 | EUCHEE CREEK O'FLOW | 6010 0521 X | 3-10ft. X 9ft. X 152.4ft. R.C.BOX W/ BC RAIL NORTH SIDE ONLY | 1958 | 35.98561111 | -96.67485833 | 31.909 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13725 BRKEY
14026 NBI No.
14026 On Under
1 Structure No.
6010 0521 X Control No.
010 Lane Ind.
Milepoint
05210 Facility Carried
S.H. 33 Feature Intersected
EUCHEE CREEK O'FLOW Division
04 County
119 Location
5.3 MI E JCT SH 18 Sufficiency
70.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
8000 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
4 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
31.909 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
77.61 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14026 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 9ft. X 152.4ft. R.C.BOX W/ BC RAIL NORTH SIDE ONLY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6010 0521 X H Index
90.7856 Latitude
35:59:08.2 Longitude
-96:40:29.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14026 Vault Link
http://plansrv1/bridgemaintvault/b14026 GIS FO/SD
Meets Standards H Inv. Method
43.1 Latitude DD
35.98561111 Longitude DD
-96.67485833 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13725 x
-10761796.0018075 y
4298641.66355192 |
|||||||||||||||||||||||||||||||||||||
| 14025 | 2405 0289 X | 14025 | Garfield | U.S. 60 / U.S. 64 | CREEK | 2405 0289 X | 3-10ft. X 3ft. X 155ft. R.C. BOX WITH PARAPET & BC RAILS | 1958 | 36.43251111 | -97.88748333 | 31.499 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13724 BRKEY
14025 NBI No.
14025 On Under
1 Structure No.
2405 0289 X Control No.
005 Lane Ind.
Milepoint
02890 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
CREEK Division
04 County
047 Location
2.9 MI N JCT US 412 Sufficiency
58.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
4400 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
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.499 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.24 HS Inv. Rating Method
1 HS Inv. Method
25.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14025 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 3ft. X 155ft. R.C. BOX WITH PARAPET & BC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 0289 X H Index
99.5146 Latitude
36:25:57.04 Longitude
-97:53:14.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64, & 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14025 Vault Link
http://plansrv1/bridgemaintvault/b14025 GIS FO/SD
Meets Standards H Inv. Method
14.41 Latitude DD
36.43251111 Longitude DD
-97.88748333 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13724 x
-10896784.7993306 y
4360298.60069935 |
|||||||||||||||||||||||||||||||||||||
| 14024 | 1102 0240 X | 14024 | Cherokee | U.S. 62 | CREEK | 1102 0240 X | 2-10ft.X 10ft.X 134ft. R.C.BOX SK.45 DEG. | 1958 | 35.803333 | -95.085131 | 33.136 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13723 BRKEY
14024 NBI No.
14024 On Under
1 Structure No.
1102 0240 X Control No.
002 Lane Ind.
Milepoint
02400 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
01 County
021 Location
2.4 MI NE MUSKOGEE CO Sufficiency
84.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14024 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 134ft. R.C.BOX SK.45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1102 0240 X H Index
97.3359 Latitude
35:48:12 Longitude
-95:05:06.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
14024 Vault Link
http://plansrv1/bridgemaintvault/b14024 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.803333 Longitude DD
-95.085131 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13723 x
-10584828.3649317 y
4273593.93026584 |
|||||||||||||||||||||||||||||||||||||
| 14023 | 3610 0202 X | 14023 | Kay | U.S. 77 | CREEK | 3610 0202 X | 2-10ft.X 10ft.X 163ft. R.C.BOX SK. 47 DEG. 17ft. ACROSS THE INTERSECTION | 1958 | 36.709378 | -97.067081 | 30.2 | 0 | — | 2 | 43 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13722 BRKEY
14023 NBI No.
14023 On Under
1 Structure No.
3610 0202 X Control No.
010 Lane Ind.
Milepoint
02020 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
071 Location
2 MI N JCT US 60 Sufficiency
79.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
10300 ADT Year
2022 Design Load
HS 20 Skew
43 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
FG Appr. Roadway Width
65 Span Type Main
M Material
1 - Concrete Design
19 Length
30.2 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
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
61.7 HS Inv. Rating Method
1 HS Inv. Method
36.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16480 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14023 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 163ft. R.C.BOX SK. 47 DEG. 17ft. ACROSS THE INTERSECTION Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 0202 X H Index
78.9744 Latitude
36:42:33.76 Longitude
-97:04:01.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 (14TH STREET) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14023 Vault Link
http://plansrv1/bridgemaintvault/b14023 GIS FO/SD
Meets Standards H Inv. Method
20.52 Latitude DD
36.709378 Longitude DD
-97.067081 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13722 x
-10805458.0297094 y
4398674.87665316 |
|||||||||||||||||||||||||||||||||||||
| 14022 | 0319R0191 X | 14022 | Atoka | S.H. 131 | CREEK | 0319 0191 X | 13.6ft.-15.9ft. I-BM. SPANS (1ft. ft. ASPHALT) | 1958 | 34.635 | -96.065 | 30.84 | 23.901 | — | 2 | 0 | 2 | 22.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 12 | Critical (2) | Good (7) | Critical (2) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 430 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
13721 BRKEY
14022 NBI No.
14022 On Under
1 Structure No.
0319R0191 X Control No.
019 Lane Ind.
Milepoint
01910 Facility Carried
S.H. 131 Feature Intersected
CREEK Division
02 County
005 Location
1.9 MI.NE.OF COAL CO Sufficiency
12 Kind Hwy
3 Level Service
1 Route No.
00131 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.7 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
430 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
30.84 Deck Width
23.901 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
2 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.839 HS Inv. Rating Method
1 HS Inv. Method
45.415 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2024 Bypass Detour
39.146385 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
14022 ODOT County
03 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
13.6ft.-15.9ft. I-BM. SPANS (1ft. ft. ASPHALT) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0319 0191 X H Index
68.649 Latitude
34:38:06 Longitude
-96:03:54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 131 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
81 NBI Text
14022 Vault Link
http://plansrv1/bridgemaintvault/b14022 GIS FO/SD
SD H Inv. Method
25.243 Latitude DD
34.635 Longitude DD
-96.065 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13721 x
-10693906.8830558 y
4114389.06888333 |
|||||||||||||||||||||||||||||||||||||
| 14299 | 4516 2275 X | 14299 | McCurtain | U.S. 259 | LITTLE PINE CREEK | 4516 2275 X | (3) 10ft. X 12ft. X 106ft. LONG RCB | 1959 | 34.33198611 | -94.82162222 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13715 BRKEY
14299 NBI No.
14299 On Under
1 Structure No.
4516 2275 X Control No.
016 Lane Ind.
Milepoint
22750 Facility Carried
U.S. 259 Feature Intersected
LITTLE PINE CREEK Division
02 County
089 Location
22.8 N JCT US-70 Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1959 ADT Total
2100 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
16 Appr. Roadway Width
36.001 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.
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
58.2 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14299 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 12ft. X 106ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 2275 X H Index
89.0001 Latitude
34:19:55.15 Longitude
-94:49:17.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58 NBI Text
14299 Vault Link
http://plansrv1/bridgemaintvault/b14299 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
34.33198611 Longitude DD
-94.82162222 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13715 x
-10555494.7017225 y
4073467.23858528 |
|||||||||||||||||||||||||||||||||||||
| 14209 | 6630T0420 X | 14209 | Rogers | WILL ROGERS TPI-44 | MOSSY CREEK | 6630T0420 X | 16-50ft. I-BM SPANS | 1958 | 36.20966389 | -95.69993333 | 803.15 | 75 | — | 16 | 0 | 4 | 72.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 26200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13714 BRKEY
14209 NBI No.
14209 On Under
1 Structure No.
6630T0420 X Control No.
030 Lane Ind.
Milepoint
04200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
MOSSY CREEK Division
08 County
131 Location
4.2 MI.NE OF TP GATE Sufficiency
90.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
26200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
16 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
803.15 Deck Width
75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100.8 HS Inv. Rating Method
1 HS Inv. Method
60.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41920 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14209 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
16-50ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0420 X H Index
98.1897 Latitude
36:12:34.79 Longitude
-95:41:59.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.20 NBI Text
14209 Vault Link
http://plansrv1/bridgemaintvault/b14209 GIS FO/SD
Meets Standards H Inv. Method
46.7 Latitude DD
36.20966389 Longitude DD
-95.69993333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13714 x
-10653267.8472458 y
4329509.2830264 |
|||||||||||||||||||||||||||||||||||||
| 14208 | 5506 0030 X | 14208 | Oklahoma | S.H. 66 | N. CANADIAN RIVER | 5506 0030 X | 2(4-100ft. CONT.) I-BM. SPANS | 1958 | 35.514869 | -97.66605 | 803 | 63 | — | 8 | 0 | 4 | 61 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 17300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13713 BRKEY
14208 NBI No.
14208 On Under
1 Structure No.
5506 0030 X Control No.
006 Lane Ind.
Milepoint
00300 Facility Carried
S.H. 66 Feature Intersected
N. CANADIAN RIVER Division
04 County
109 Location
0.3MI E CANADIAN C/L Sufficiency
78.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
17300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
61 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803 Deck Width
63 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.572 HS Inv. Rating Method
1 HS Inv. Method
40.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27680 Future ADT Year
2042 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
14208 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.) I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5506 0030 X H Index
96.4295 Latitude
35:30:53.53 Longitude
-97:39:57.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14208 Vault Link
http://plansrv1/bridgemaintvault/b14208 GIS FO/SD
Meets Standards H Inv. Method
22.487 Latitude DD
35.514869 Longitude DD
-97.66605 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13713 x
-10872134.9537904 y
4234071.78900391 |
|||||||||||||||||||||||||||||||||||||
| 14204 | 6810 2119NX | 14204 | Sequoyah | U.S. 64 | OLD OK-64 UNDER | 6810 2119NX | 60’ - 55’ - 37’ - 64’ - 34’ I-BEAM SK 37°, (6) 60’ - 46’ I-BEAM | 1958 | 35.39794167 | -94.44119722 | 658.999 | 31.001 | — | 12 | 37 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.2 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13709 BRKEY
14204 NBI No.
14204 On Under
1 Structure No.
6810 2119NX Control No.
010 Lane Ind.
N Milepoint
21190 Facility Carried
U.S. 64 Feature Intersected
OLD OK-64 UNDER Division
01 County
135 Location
JCT US-64 & OLD US-64 Sufficiency
77.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
10900 ADT Year
2022 Design Load
H 20 Skew
37 No. Main Spans
12 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
12.999 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
658.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.3 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17440 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
1606 Max Measured Clearance
1903 Min Measured Clearance
1805 NBI Rating
14204 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60’ - 55’ - 37’ - 64’ - 34’ I-BEAM SK 37°, (6) 60’ - 46’ I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 2119NX H Index
70.0625 Latitude
35:23:52.59 Longitude
-94:26:28.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-2119N NBI Text
14204 Vault Link
http://plansrv1/bridgemaintvault/b14204 GIS FO/SD
FO H Inv. Method
23.3 Latitude DD
35.39794167 Longitude DD
-94.44119722 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13709 x
-10513145.9844375 y
4218092.19097736 |
|||||||||||||||||||||||||||||||||||||
| 14117 | 5515R1219WX | 14117 | Oklahoma | I-35 SB | NE 63RD ST. UNDER | 5515 1219WX | 29ft.,63ft.,33ft. I-BM. SPANS SK. 81 DEG. 16ft.43ft. | 1958 | 35.53660556 | -97.46125556 | 125 | 55.699 | — | 3 | 9 | 3 | 52.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13708 BRKEY
14117 NBI No.
14117 On Under
1 Structure No.
5515R1219WX Control No.
015 Lane Ind.
W Milepoint
12190 Facility Carried
I-35 SB Feature Intersected
NE 63RD ST. UNDER Division
04 County
109 Location
5 MI N OF E JCT I40 Sufficiency
78.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.7 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
33150 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
3 Road Width
52.7 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
3 - Steel Design
02 Length
125 Deck Width
55.699 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
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.76 HS Inv. Rating Method
1 HS Inv. Method
51.478 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53040 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1507 Max Measured Clearance
1605 Min Measured Clearance
1510 NBI Rating
14117 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
29ft.,63ft.,33ft. I-BM. SPANS SK. 81 DEG. 16ft.43ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1219WX H Index
70.5377 Latitude
35:32:11.78 Longitude
-97:27:40.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14117 Vault Link
http://plansrv1/bridgemaintvault/b14117 GIS FO/SD
Meets Standards H Inv. Method
30.754 Latitude DD
35.53660556 Longitude DD
-97.46125556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13708 x
-10849337.3410123 y
4237044.92802257 |
|||||||||||||||||||||||||||||||||||||
| 14116 | 6630T1150 X | 14116 | Rogers | WILL ROGERS TPI-44 | CAT CREEK | 6630T1150 X | 3-40ft. PC BEAM SPANS | 1999 | 36.29056111 | -95.61182222 | 124.016 | 75 | — | 3 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13707 BRKEY
14116 NBI No.
14116 On Under
1 Structure No.
6630T1150 X Control No.
030 Lane Ind.
Milepoint
11500 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CAT CREEK Division
08 County
131 Location
12.1 MI.NE OF TP.GATE Sufficiency
80 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1999 ADT Total
23500 ADT Year
2022 Design Load
HS 20 + MOD Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
124.016 Deck Width
75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.4 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
26.09759 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
14116 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1150 X H Index
99.1984 Latitude
36:17:26.02 Longitude
-95:36:42.56 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.01 NBI Text
14116 Vault Link
http://plansrv1/bridgemaintvault/b14116 GIS FO/SD
Meets Standards H Inv. Method
28.8 Latitude DD
36.29056111 Longitude DD
-95.61182222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13707 x
-10643459.3633474 y
4340676.14037383 |
|||||||||||||||||||||||||||||||||||||
| 14115 | 6817R0752 X | 14115 | Sequoyah | S.H. 101 | BIG SKIN BAYOU | 6817 0752 X | (3) 40ft. RC GIRDER | 1958 | 35.52063333 | -94.65296667 | 121 | 24.5 | — | 3 | 0 | 2 | 22 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.1 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13706 BRKEY
14115 NBI No.
14115 On Under
1 Structure No.
6817R0752 X Control No.
017 Lane Ind.
Milepoint
07520 Facility Carried
S.H. 101 Feature Intersected
BIG SKIN BAYOU Division
01 County
135 Location
7.52 E JCT US-59 Sufficiency
57.1 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
540 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
1 - Concrete Design
02 Length
121 Deck Width
24.5 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
42.1 HS Inv. Rating Method
2 HS Inv. Method
23.5 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
864 Future ADT Year
2040 Bypass Detour
24 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
14115 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.3 Rt. Curb SW
1.3 Description
(3) 40ft. RC GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6817 0752 X H Index
83.3072 Latitude
35:31:14.28 Longitude
-94:39:10.68 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-0752 NBI Text
14115 Vault Link
http://plansrv1/bridgemaintvault/b14115 GIS FO/SD
Meets Standards H Inv. Method
16.4 Latitude DD
35.52063333 Longitude DD
-94.65296667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13706 x
-10536720.0517771 y
4234860.15887751 |
|||||||||||||||||||||||||||||||||||||
| 14114 | 4316 0666 X | 14114 | Love | S.H. 76 | SIMON CREEK | 4316 0666 X | (3) 40ft. I-BEAM SPANS | 1958 | 34.03758611 | -97.42188056 | 121.329 | 32.169 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 530 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13705 BRKEY
14114 NBI No.
14114 On Under
1 Structure No.
4316 0666 X Control No.
016 Lane Ind.
Milepoint
06660 Facility Carried
S.H. 76 Feature Intersected
SIMON CREEK Division
07 County
085 Location
6.8 MI N JCT SH32 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00076 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
1958 ADT Total
530 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.329 Deck Width
32.169 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
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
14114 ODOT County
43 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
(3) 40ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4316 0666 X H Index
92.9422 Latitude
34:02:15.31 Longitude
-97:25:18.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
032 NBI Text
14114 Vault Link
http://plansrv1/bridgemaintvault/b14114 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.03758611 Longitude DD
-97.42188056 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13705 x
-10844954.1360623 y
4033850.03965979 |
|||||||||||||||||||||||||||||||||||||
| 14113 | 6636R0199SX | 14113 | Rogers | I-44 | LYNN LANE UNDER | 6636 0199SX | 45ft.-40ft.-40ft. IBM SPAN | 1958 | 36.16236111 | -95.77983889 | 125.984 | 41.995 | — | 3 | 0 | 2 | 37.073 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.5 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32800 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13704 BRKEY
14113 NBI No.
14113 On Under
1 Structure No.
6636R0199SX Control No.
036 Lane Ind.
S Milepoint
01990 Facility Carried
I-44 Feature Intersected
LYNN LANE UNDER Division
08 County
131 Location
2.7 MI E JCT I-244 Sufficiency
60.5 Kind Hwy
1 Level Service
1 Route No.
00044 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
1958 ADT Total
32800 ADT Year
2011 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
125.984 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.949 HS Inv. Rating Method
1 HS Inv. Method
45.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
52480 Future ADT Year
2031 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2000 Max Measured Clearance
2200 Min Measured Clearance
2107 NBI Rating
14113 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-40ft.-40ft. IBM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0199SX H Index
53.8128 Latitude
36:09:44.5 Longitude
-95:46:47.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14113 Vault Link
http://plansrv1/bridgemaintvault/b14113 GIS FO/SD
SD H Inv. Method
33.841 Latitude DD
36.16236111 Longitude DD
-95.77983889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13704 x
-10662162.8934966 y
4322985.06976942 |
|||||||||||||||||||||||||||||||||||||
| 14112 | 6636R0199NX | 14112 | Rogers | I-44 | LYNN LANE UNDER | 6636 0199NX | 45ft.-40ft.-40ft. IBM SPAN | 1958 | 36.16265556 | -95.77983611 | 125.984 | 41.995 | — | 3 | 0 | 2 | 37.073 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.4 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35150 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13703 BRKEY
14112 NBI No.
14112 On Under
1 Structure No.
6636R0199NX Control No.
036 Lane Ind.
N Milepoint
01990 Facility Carried
I-44 Feature Intersected
LYNN LANE UNDER Division
08 County
131 Location
2.7 MI E JCT I-244 Sufficiency
60.4 Kind Hwy
1 Level Service
1 Route No.
00044 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
1958 ADT Total
35150 ADT Year
2011 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
125.984 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.949 HS Inv. Rating Method
1 HS Inv. Method
45.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
56240 Future ADT Year
2031 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2000 Max Measured Clearance
2006 Min Measured Clearance
2004 NBI Rating
14112 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-40ft.-40ft. IBM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0199NX H Index
55.6378 Latitude
36:09:45.56 Longitude
-95:46:47.41 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14112 Vault Link
http://plansrv1/bridgemaintvault/b14112 GIS FO/SD
SD H Inv. Method
33.841 Latitude DD
36.16265556 Longitude DD
-95.77983611 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13703 x
-10662162.5840284 y
4323025.66946217 |
|||||||||||||||||||||||||||||||||||||
| 14021 | 0504 0008 X | 14021 | Beckham | I-40 | DEEP CREEK | 0504 0008 X | 3-10ft.X12ft.X480ft. R.C.B., SK. 30 DEG. L.F. | 1958 | 35.31663056 | -99.61105278 | 35.105 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13702 BRKEY
14021 NBI No.
14021 On Under
1 Structure No.
0504 0008 X Control No.
004 Lane Ind.
Milepoint
00080 Facility Carried
I-40 Feature Intersected
DEEP CREEK Division
05 County
009 Location
0.1 MI E I-40 BUS. Sufficiency
77.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
15700 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
22 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
35.105 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.19 HS Inv. Rating Method
1 HS Inv. Method
52.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25120 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14021 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X480ft. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0008 X H Index
67 Latitude
35:18:59.87 Longitude
-99:36:39.79 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
W NBI Text
14021 Vault Link
http://plansrv1/bridgemaintvault/b14021 GIS FO/SD
Meets Standards H Inv. Method
44.91 Latitude DD
35.31663056 Longitude DD
-99.61105278 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13702 x
-11088651.6728515 y
4206993.65831351 |
|||||||||||||||||||||||||||||||||||||
| 14292 | 4230 0703 X | 14292 | Logan | I-35 | CREEK | 4230 0703 X | 3-10ft.X 10ft.X 261ft. R.C.BOX | 1959 | 35.82572778 | -97.40863611 | 31.598 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59 | 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 | 33500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13696 BRKEY
14292 NBI No.
14292 On Under
1 Structure No.
4230 0703 X Control No.
030 Lane Ind.
Milepoint
07030 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
083 Location
7 MI N OKLA. C/L Sufficiency
59 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
33500 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
25 Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
31.598 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
N 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
61.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53600 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14292 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 261ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 0703 X H Index
95.798 Latitude
35:49:32.62 Longitude
-97:24:31.09 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14292 Vault Link
http://plansrv1/bridgemaintvault/b14292 GIS FO/SD
Meets Standards H Inv. Method
52.1 Latitude DD
35.82572778 Longitude DD
-97.40863611 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13696 x
-10843479.7706325 y
4276668.20336217 |
|||||||||||||||||||||||||||||||||||||
| 14291 | 1406R0631WXF | 14291 | Cleveland | I-35 | LITTLE RIVER | 1406R0631WXF | 3-10ft.X 12ft.X 36ft. RDY | 1959 | 35.27833333 | -97.485 | 39.042 | 38.058 | — | 3 | 60 | 2 | 27.887 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 28000 | 1998 | 5 | Unmatched |
|
Raw data
OBJECTID
13695 BRKEY
14291 NBI No.
14291 On Under
1 Structure No.
1406R0631WXF Control No.
006 Lane Ind.
W Milepoint
06310 Facility Carried
I-35 Feature Intersected
LITTLE RIVER Division
03 County
027 Location
4.2 MI S OF JCT SH37 Sufficiency
70.9 Kind Hwy
1 Level Service
8 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
28000 ADT Year
1998 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
38.058 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
31111 Future ADT Year
2018 Bypass Detour
1.864114 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
14291 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 36ft. RDY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
F Alt. Structure Name
1406R0631WXF H Index
98.02 Latitude
35:16:42 Longitude
-97:29:06 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
14291 Vault Link
http://plansrv1/bridgemaintvault/b14291 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.27833333 Longitude DD
-97.485 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13695 x
-10851980.5599823 y
4201770.15715171 |
|||||||||||||||||||||||||||||||||||||
| 14290 | 1004 0547 X | 14290 | Carter | S.H. 199 | CREEK | 1004 0547 X | (3) 10ft. X 5ft. X 131ft. RCB | 1959 | 34.18715556 | -97.06065278 | 33.136 | 130.659 | — | 3 | 0 | 2 | 61.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13694 BRKEY
14290 NBI No.
14290 On Under
1 Structure No.
1004 0547 X Control No.
004 Lane Ind.
Milepoint
05470 Facility Carried
S.H. 199 Feature Intersected
CREEK Division
07 County
019 Location
5.3 MI E JCT US77 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
61.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
6000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
61.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
130.659 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14290 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 5ft. X 131ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1004 0547 X H Index
98.6456 Latitude
34:11:13.76 Longitude
-97:03:38.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
013 NBI Text
14290 Vault Link
http://plansrv1/bridgemaintvault/b14290 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
34.18715556 Longitude DD
-97.06065278 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13694 x
-10804742.4435323 y
4053960.2153054 |
|||||||||||||||||||||||||||||||||||||
| 14289 | 3625 0483 X | 14289 | Kay | I-35 | SALT FK ARK RVR O'FLOW | 3625 0483 X | 3-10ft. X 5ft. X 124ft. R.C.BOX W/ BC HANDRAILS & FLEXBEAM | 1959 | 36.66400278 | -97.34562778 | 31.831 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13693 BRKEY
14289 NBI No.
14289 On Under
1 Structure No.
3625 0483 X Control No.
025 Lane Ind.
Milepoint
04830 Facility Carried
I-35 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
071 Location
4.8 MI N NOBLE C/L Sufficiency
68.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
64.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
17500 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
5 Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
31.831 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.86 HS Inv. Rating Method
1 HS Inv. Method
32.91 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28000 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14289 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 124ft. R.C.BOX W/ BC HANDRAILS & FLEXBEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0483 X H Index
65.8167 Latitude
36:39:50.41 Longitude
-97:20:44.26 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14289 Vault Link
http://plansrv1/bridgemaintvault/b14289 GIS FO/SD
Meets Standards H Inv. Method
18.26 Latitude DD
36.66400278 Longitude DD
-97.34562778 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13693 x
-10836465.7154211 y
4392376.01687976 |