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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 10738 | 2528R0842 X | 10738 | Garvin | S.H. 74 | RUSH CREEK | 2528 0842 X | 3-60ft. IBEAM SPANS | 1947 | 34.74318611 | -97.40535556 | 181.102 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.3 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
11122 BRKEY
10738 NBI No.
10738 On Under
1 Structure No.
2528R0842 X Control No.
028 Lane Ind.
Milepoint
08420 Facility Carried
S.H. 74 Feature Intersected
RUSH CREEK Division
03 County
049 Location
8.4 MI N JCT SH 29 Sufficiency
41.3 Kind Hwy
3 Level Service
1 Route No.
00074 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
1947 ADT Total
1700 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.95 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.919 HS Inv. Rating Method
1 HS Inv. Method
31.195 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2030 Bypass Detour
29.204446 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
10738 ODOT County
25 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
1.001 Rt. Curb SW
1.001 Description
3-60ft. IBEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2528 0842 X H Index
53.6431 Latitude
34:44:35.47 Longitude
-97:24:19.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10738 Vault Link
http://plansrv1/bridgemaintvault/b10738 GIS FO/SD
SD H Inv. Method
24.802 Latitude DD
34.74318611 Longitude DD
-97.40535556 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11122 x
-10843114.581477 y
4129035.69836966 |
|||||||||||||||||||||||||||||||||||||
| 10737 | 6744R0830 X | 10737 | Seminole | S.H. 9A | BRUNO CREEK | 6744 0829 X | 30ft.-60ft.-60ft.-30ft. I-BM | 1947 | 35.08053333 | -96.759975 | 181.102 | 23.501 | — | 4 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 31.3 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 810 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
11121 BRKEY
10737 NBI No.
10737 On Under
1 Structure No.
6744R0830 X Control No.
044 Lane Ind.
Milepoint
08300 Facility Carried
S.H. 9A Feature Intersected
BRUNO CREEK Division
03 County
133 Location
3.7 MI S JCT SH 59 Sufficiency
31.3 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1947 ADT Total
810 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
23.501 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
32.298 HS Inv. Rating Method
1 HS Inv. Method
19.401 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2028 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
223245 Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10737 ODOT County
67 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
30ft.-60ft.-60ft.-30ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6744 0829 X H Index
50.9834 Latitude
35:04:49.92 Longitude
-96:45:35.91 I257A
_ I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10737 Vault Link
http://plansrv1/bridgemaintvault/b10737 GIS FO/SD
SD H Inv. Method
13.338 Latitude DD
35.08053333 Longitude DD
-96.759975 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11121 x
-10771271.1461699 y
4174830.6946488 |
|||||||||||||||||||||||||||||||||||||
| 10736 | 4306R1502 X | 10736 | Love | S.H. 32 | WALNUT CREEK O'FLOW | 4306 1502 X | (5) 35ft. concrete girder spans | 1947 | 33.94 | -97.3 | 175.853 | 26.499 | — | 5 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.8 | Fair (5) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
11120 BRKEY
10736 NBI No.
10736 On Under
1 Structure No.
4306R1502 X Control No.
006 Lane Ind.
Milepoint
15020 Facility Carried
S.H. 32 Feature Intersected
WALNUT CREEK O'FLOW Division
07 County
085 Location
15.2 MI E C/L Sufficiency
62.8 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
9 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
1947 ADT Total
830 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
175.853 Deck Width
26.499 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
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
1 HS Operating Rating
39.573 HS Inv. Rating Method
1 HS Inv. Method
22.156 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2026 Bypass Detour
39.146385 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
10736 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(5) 35ft. concrete girder spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1502 X H Index
90.407 Latitude
33:56:24 Longitude
-97:18:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
018 NBI Text
10736 Vault Link
http://plansrv1/bridgemaintvault/b10736 GIS FO/SD
Meets Standards H Inv. Method
14.22 Latitude DD
33.94 Longitude DD
-97.3 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11120 x
-10831386.4541855 y
4020748.33459619 |
|||||||||||||||||||||||||||||||||||||
| 10734 | 4910R1204 X | 10734 | Mayes | S.H. 20 | SPAVINAW CREEK | 4910 1204 X | (2-60ft. CONT.) 42ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1947 | 36.38823611 | -95.05906389 | 162.999 | 27.999 | — | 2 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.6 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 640 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
11118 BRKEY
10734 NBI No.
10734 On Under
1 Structure No.
4910R1204 X Control No.
010 Lane Ind.
Milepoint
12040 Facility Carried
S.H. 20 Feature Intersected
SPAVINAW CREEK Division
08 County
097 Location
12.2 MI NE JCT SH 82 Sufficiency
44.6 Kind Hwy
3 Level Service
1 Route No.
00020 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
06 - Minor Arterial (Rural) Year Built
1947 ADT Total
640 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
162.999 Deck Width
27.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
42.2 HS Inv. Rating Method
1 HS Inv. Method
25.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1024 Future ADT Year
2036 Bypass Detour
24.233476 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
10734 ODOT County
49 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
(2-60ft. CONT.) 42ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4910 1204 X H Index
59.4883 Latitude
36:23:17.65 Longitude
-95:03:32.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10734 Vault Link
http://plansrv1/bridgemaintvault/b10734 GIS FO/SD
SD H Inv. Method
21.3 Latitude DD
36.38823611 Longitude DD
-95.05906389 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11118 x
-10581926.5875201 y
4354174.40295337 |
|||||||||||||||||||||||||||||||||||||
| 10548 | 4806 0682 X | 10548 | Marshall | S.H. 32 | BRIAR CREEK | 4806 0682 X | (3) 45ft. RC BEAM | 1946 | 33.99832222 | -96.82794722 | 137.001 | 26.601 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11111 BRKEY
10548 NBI No.
10548 On Under
1 Structure No.
4806 0682 X Control No.
006 Lane Ind.
Milepoint
06820 Facility Carried
S.H. 32 Feature Intersected
BRIAR CREEK Division
02 County
095 Location
1.85 W JCT SH-99 Sufficiency
69.1 Kind Hwy
3 Level Service
1 Route No.
00032 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
1946 ADT Total
920 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
137.001 Deck Width
26.601 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10548 ODOT County
48 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
1.299 Rt. Curb SW
1.299 Description
(3) 45ft. RC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4806 0682 X H Index
90.5648 Latitude
33:59:53.96 Longitude
-96:49:40.61 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12 NBI Text
10548 Vault Link
http://plansrv1/bridgemaintvault/b10548 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
33.99832222 Longitude DD
-96.82794722 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11111 x
-10778837.7790884 y
4028576.74349704 |
|||||||||||||||||||||||||||||||||||||
| 10547 | 2910 0284 X | 10547 | Harmon | S.H. 30 | GRAPE CREEK | 2910 0284 X | 3-45ft. WEATHERING STEEL I-BEAM SPANS | 1946 | 34.941747 | -99.914508 | 136.001 | 30.6 | — | 3 | 0 | 2 | 28.009 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 210 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11110 BRKEY
10547 NBI No.
10547 On Under
1 Structure No.
2910 0284 X Control No.
010 Lane Ind.
Milepoint
02840 Facility Carried
S.H. 30 Feature Intersected
GRAPE CREEK Division
05 County
057 Location
2.9 MI N JCT S.H. 9 Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.009 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
1946 ADT Total
210 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
28.009 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.009 Span Type Main
M Material
3 - Steel Design
02 Length
136.001 Deck Width
30.6 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
7 Culv. Rating
N 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
80 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
336 Future ADT Year
2042 Bypass Detour
67.72946 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10547 ODOT County
29 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
3-45ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2910 0284 X H Index
82.4037 Latitude
34:56:30.29 Longitude
-99:54:52.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 30 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
10547 Vault Link
http://plansrv1/bridgemaintvault/b10547 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.941747 Longitude DD
-99.914508 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11110 x
-11122432.1534205 y
4155967.60919833 |
|||||||||||||||||||||||||||||||||||||
| 10546 | 1016R0647 X | 10546 | Carter | S.H. 53 | BEAR CREEK | 1016 0647 X | (3) 40ft. CONCRETE GIRDER SPANS | 1946 | 34.33258333 | -97.39365278 | 121.063 | 26.499 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 37.1 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
11109 BRKEY
10546 NBI No.
10546 On Under
1 Structure No.
1016R0647 X Control No.
016 Lane Ind.
Milepoint
06470 Facility Carried
S.H. 53 Feature Intersected
BEAR CREEK Division
07 County
019 Location
6.6 MI E JCT SH76 Sufficiency
37.1 Kind Hwy
3 Level Service
1 Route No.
00053 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
1946 ADT Total
1200 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
121.063 Deck Width
26.499 Bridge Open Closed
K 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
4 Chan. Rating
3 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
47.399 HS Inv. Rating Method
2 HS Inv. Method
26.345 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2032 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
CLOSED 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
10546 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
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 40ft. CONCRETE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 0647 X H Index
78.4112 Latitude
34:19:57.3 Longitude
-97:23:37.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
042 NBI Text
10546 Vault Link
http://plansrv1/bridgemaintvault/b10546 GIS FO/SD
SD H Inv. Method
18.298 Latitude DD
34.33258333 Longitude DD
-97.39365278 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11109 x
-10841811.8339665 y
4073547.74692347 |
|||||||||||||||||||||||||||||||||||||
| 10545 | 4804 0495 X | 10545 | Marshall | U.S. 70 | LITTLE GLASSES CREEK | 4804 0495 X | 35’ – 50’ – 35’ WF-BEAM SK 30° | 1946 | 34.03121944 | -96.728375 | 122.001 | 35 | — | 3 | 30 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11108 BRKEY
10545 NBI No.
10545 On Under
1 Structure No.
4804 0495 X Control No.
004 Lane Ind.
Milepoint
04950 Facility Carried
U.S. 70 Feature Intersected
LITTLE GLASSES CREEK Division
02 County
095 Location
4.95 SE JCT SH-99 EAST Sufficiency
83.7 Kind Hwy
2 Level Service
1 Route No.
00070 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
02 - Principal Arterial Other (Rural) Year Built
1946 ADT Total
6300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
35 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
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10545 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35’ – 50’ – 35’ WF-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4804 0495 X H Index
99.2321 Latitude
34:01:52.39 Longitude
-96:43:42.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07 NBI Text
10545 Vault Link
http://plansrv1/bridgemaintvault/b10545 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.03121944 Longitude DD
-96.728375 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11108 x
-10767753.4502608 y
4032994.80490279 |
|||||||||||||||||||||||||||||||||||||
| 10543 | 2018 1179 X | 10543 | Custer | S.H. 33 | LITTLE DEER CREEK | 2018 1179 X | 31ft.-48ft.-31ft. WEATHERING STEEL I-BEAM SPANS | 1946 | 35.73568333 | -98.78228611 | 111.25 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 970 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11106 BRKEY
10543 NBI No.
10543 On Under
1 Structure No.
2018 1179 X Control No.
018 Lane Ind.
Milepoint
11790 Facility Carried
S.H. 33 Feature Intersected
LITTLE DEER CREEK Division
05 County
039 Location
12.0 MI NE JCT U.S. 183 Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00033 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
06 - Minor Arterial (Rural) Year Built
1946 ADT Total
970 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
111.25 Deck Width
32.001 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
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1552 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10543 ODOT County
20 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
31ft.-48ft.-31ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2018 1179 X H Index
100 Latitude
35:44:08.46 Longitude
-98:46:56.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
10543 Vault Link
http://plansrv1/bridgemaintvault/b10543 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
35.73568333 Longitude DD
-98.78228611 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11106 x
-10996393.7891607 y
4264312.49119218 |
|||||||||||||||||||||||||||||||||||||
| 10833 | 4504 2213 X | 10833 | McCurtain | U.S. 70 | CREEK | 4504 2213 X | (2) 10ft. X 12ft. X 38ft. LONG RCB | 1948 | 34.05370556 | -94.49836667 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11103 BRKEY
10833 NBI No.
10833 On Under
1 Structure No.
4504 2213 X Control No.
004 Lane Ind.
Milepoint
22130 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
089 Location
14.2 E JCT US-259 Sufficiency
76.5 Kind Hwy
2 Level Service
1 Route No.
00070 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
1948 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.9 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
77.050027 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
10833 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 12ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 2213 X H Index
96.5457 Latitude
34:03:13.34 Longitude
-94:29:54.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28 NBI Text
10833 Vault Link
http://plansrv1/bridgemaintvault/b10833 GIS FO/SD
Meets Standards H Inv. Method
15.3 Latitude DD
34.05370556 Longitude DD
-94.49836667 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11103 x
-10519510.0585004 y
4036015.65237747 |
|||||||||||||||||||||||||||||||||||||
| 10832 | 5810 1550 X | 10832 | Ottawa | U.S. 60 | CREEK | 5810 1550 X | 3-8ft. X 3ft. X 38ft. R.C. BOX WITH HANDRAILS | 1948 | 36.80098611 | -94.68454167 | 26.903 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.9 | 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 | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11102 BRKEY
10832 NBI No.
10832 On Under
1 Structure No.
5810 1550 X Control No.
010 Lane Ind.
Milepoint
15500 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
1.3 MI E SH10 Sufficiency
82.9 Kind Hwy
2 Level Service
1 Route No.
00060 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
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
6400 ADT Year
2022 Design Load
H 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
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.8 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10832 ODOT County
58 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
3-8ft. X 3ft. X 38ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1550 X H Index
99.4562 Latitude
36:48:03.55 Longitude
-94:41:04.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10832 Vault Link
http://plansrv1/bridgemaintvault/b10832 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
36.80098611 Longitude DD
-94.68454167 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11102 x
-10540234.9646989 y
4411403.0023934 |
|||||||||||||||||||||||||||||||||||||
| 10831 | 5810 1501 X | 10831 | Ottawa | U.S. 60 | CREEK | 5810 1501 X | 3-8ft. X 3ft. X 38ft. R.C. BOX WITH HANDRAILS | 1948 | 36.79863889 | -94.69269444 | 26.903 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11101 BRKEY
10831 NBI No.
10831 On Under
1 Structure No.
5810 1501 X Control No.
010 Lane Ind.
Milepoint
15010 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
0.8 MI E SH10 Sufficiency
82.9 Kind Hwy
2 Level Service
1 Route No.
00060 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
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
6400 ADT Year
2022 Design Load
H 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
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.8 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10831 ODOT County
58 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
3-8ft. X 3ft. X 38ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1501 X H Index
97.0095 Latitude
36:47:55.1 Longitude
-94:41:33.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10831 Vault Link
http://plansrv1/bridgemaintvault/b10831 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
36.79863889 Longitude DD
-94.69269444 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11101 x
-10541142.5269038 y
4411076.68734565 |
|||||||||||||||||||||||||||||||||||||
| 10830 | 3510 1170 X | 10830 | Johnston | S.H. 1 | CREEK | 3510 1170 X | 2-10ft.X8ft.X73ft. RC BOX W/ APRONS. | 1948 | 34.26843056 | -96.77334722 | 22.966 | 40 | — | 2 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.4 | Fair (5) | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11100 BRKEY
10830 NBI No.
10830 On Under
1 Structure No.
3510 1170 X Control No.
010 Lane Ind.
Milepoint
11700 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
069 Location
2.3 MI N JCT SH22 Sufficiency
82.4 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.92 HS Inv. Rating Method
1 HS Inv. Method
24.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10830 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X73ft. RC BOX W/ APRONS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3510 1170 X H Index
99.67 Latitude
34:16:06.35 Longitude
-96:46:24.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10830 Vault Link
http://plansrv1/bridgemaintvault/b10830 GIS FO/SD
Meets Standards H Inv. Method
18.26 Latitude DD
34.26843056 Longitude DD
-96.77334722 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11100 x
-10772759.7348911 y
4064902.89489956 |
|||||||||||||||||||||||||||||||||||||
| 10732 | 7308 0073EX | 10732 | Wagoner | U.S. 69 | U.P. R.R. UNDER | 7308 0073EX | 44ft.-60ft.-44ft. I-BM. SPANS SK67 DEG. 25ft. WITH 2-18ft. SAFETY CURBS | 1947 | 35.96885 | -95.388806 | 149.934 | 31.001 | — | 3 | 23 | 2 | 28.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.9 | 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 | 6150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11098 BRKEY
10732 NBI No.
10732 On Under
1 Structure No.
7308 0073EX Control No.
008 Lane Ind.
E Milepoint
00730 Facility Carried
U.S. 69 Feature Intersected
U.P. R.R. UNDER Division
01 County
145 Location
0.7 MI N JCT SH-51 Sufficiency
55.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
2 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
1947 ADT Total
6150 ADT Year
2022 Design Load
H 20 Skew
23 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
R Underclearance Right
16.499 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
39.2 HS Inv. Rating Method
1 HS Inv. Method
23.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9840 Future ADT Year
2042 Bypass Detour
0.124274 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
2011 Min Measured Clearance
2011 NBI Rating
10732 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
44ft.-60ft.-44ft. I-BM. SPANS SK67 DEG. 25ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7308 0073EX H Index
70.8346 Latitude
35:58:07.86 Longitude
-95:23:19.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10732 Vault Link
http://plansrv1/bridgemaintvault/b10732 GIS FO/SD
FO H Inv. Method
17.5 Latitude DD
35.96885 Longitude DD
-95.388806 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11098 x
-10618633.3112984 y
4296336.0261703 |
|||||||||||||||||||||||||||||||||||||
| 10730 | 5012 0822 X | 10730 | Murray | S.H. 7 | ROCK CREEK | 5012 0822 X | 42ft.-56ft.-42ft. CONC. SLAB SPANS | 1947 | 34.50634167 | -96.97646389 | 142.06 | 60 | — | 3 | 0 | 4 | 47.999 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.7 | Poor (4) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 14100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11096 BRKEY
10730 NBI No.
10730 On Under
1 Structure No.
5012 0822 X Control No.
012 Lane Ind.
Milepoint
08220 Facility Carried
S.H. 7 Feature Intersected
ROCK CREEK Division
07 County
099 Location
8.3 MI E JCT US77 Sufficiency
55.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 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
1947 ADT Total
14100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 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
142.06 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.
3 Deck Rating
8 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40 HS Inv. Rating Method
2 HS Inv. Method
19.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
22560 Future ADT Year
2042 Bypass Detour
1.242742 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
10730 ODOT County
50 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
5 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
42ft.-56ft.-42ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5012 0822 X H Index
82.8108 Latitude
34:30:22.83 Longitude
-96:58:35.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-50 NBI Text
10730 Vault Link
http://plansrv1/bridgemaintvault/b10730 GIS FO/SD
FO H Inv. Method
19.8 Latitude DD
34.50634167 Longitude DD
-96.97646389 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11096 x
-10795370.5791671 y
4096995.67907699 |
|||||||||||||||||||||||||||||||||||||
| 10542 | 4806 0458 X | 10542 | Marshall | S.H. 32 | HOUSE CREEK | 4806 0458 X | 35ft. - 40ft. - 35ft. RC BEAM | 1946 | 33.99836111 | -96.86703333 | 112.001 | 26.601 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.8 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11088 BRKEY
10542 NBI No.
10542 On Under
1 Structure No.
4806 0458 X Control No.
006 Lane Ind.
Milepoint
04580 Facility Carried
S.H. 32 Feature Intersected
HOUSE CREEK Division
02 County
095 Location
0.79 E JCT SH-99C Sufficiency
58.8 Kind Hwy
3 Level Service
1 Route No.
00032 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
1946 ADT Total
920 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
112.001 Deck Width
26.601 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
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10542 ODOT County
48 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
1.299 Rt. Curb SW
1.299 Description
35ft. - 40ft. - 35ft. RC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4806 0458 X H Index
95.9943 Latitude
33:59:54.1 Longitude
-96:52:01.32 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
10542 Vault Link
http://plansrv1/bridgemaintvault/b10542 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
33.99836111 Longitude DD
-96.86703333 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11088 x
-10783188.8249507 y
4028581.96537194 |
|||||||||||||||||||||||||||||||||||||
| 10539 | 2018 0691 X | 10539 | Custer | S.H. 33 | DRY CREEK | 2018 0691 X | 31ft.-40ft.-31ft. I-BEAM SPAN, SK. 30 DEG. R.F. | 1946 | 35.68653889 | -98.84378889 | 102.034 | 32.001 | — | 3 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 970 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11085 BRKEY
10539 NBI No.
10539 On Under
1 Structure No.
2018 0691 X Control No.
018 Lane Ind.
Milepoint
06910 Facility Carried
S.H. 33 Feature Intersected
DRY CREEK Division
05 County
039 Location
7.1 MI NE JCT U.S. 183 Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00033 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
06 - Minor Arterial (Rural) Year Built
1946 ADT Total
970 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
102.034 Deck Width
32.001 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
75 HS Inv. Rating Method
3 HS Inv. Method
58 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1552 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10539 ODOT County
20 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
31ft.-40ft.-31ft. I-BEAM SPAN, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2018 0691 X H Index
100 Latitude
35:41:11.54 Longitude
-98:50:37.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
10539 Vault Link
http://plansrv1/bridgemaintvault/b10539 GIS FO/SD
Meets Standards H Inv. Method
57 Latitude DD
35.68653889 Longitude DD
-98.84378889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11085 x
-11003240.2473126 y
4257574.88754723 |
|||||||||||||||||||||||||||||||||||||
| 10538 | 7626R0382 X | 10538 | Woods | S.H. 50 | HOUSTON CREEK | 7626 0382 X | 3-36ft. I-BM. SPANS | 1946 | 36.81084167 | -99.11522778 | 107.94 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 9 | Failed (0) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 710 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
11084 BRKEY
10538 NBI No.
10538 On Under
1 Structure No.
7626R0382 X Control No.
026 Lane Ind.
Milepoint
03820 Facility Carried
S.H. 50 Feature Intersected
HOUSTON CREEK Division
06 County
151 Location
SH 50; 0.1 MI S JCT US 64 Sufficiency
9 Kind Hwy
3 Level Service
1 Route No.
00050 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
1946 ADT Total
710 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
107.94 Deck Width
28.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1136 Future ADT Year
2029 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10538 ODOT County
76 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
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7626 0382 X H Index
65.3413 Latitude
36:48:39.03 Longitude
-99:06:54.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10538 Vault Link
http://plansrv1/bridgemaintvault/b10538 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.81084167 Longitude DD
-99.11522778 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11084 x
-11033456.6863289 y
4412773.25050746 |
|||||||||||||||||||||||||||||||||||||
| 10537 | 7708R0215 X | 10537 | Woodward | S.H. 15 | TURKEY CREEK | 7708 0215 X | 3-36ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1946 | 36.39941667 | -99.57356667 | 108.924 | 28.871 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.7 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3770 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
11083 BRKEY
10537 NBI No.
10537 On Under
1 Structure No.
7708R0215 X Control No.
008 Lane Ind.
Milepoint
02150 Facility Carried
S.H. 15 Feature Intersected
TURKEY CREEK Division
06 County
153 Location
2.2 MI NE ELLIS CO Sufficiency
32.7 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1946 ADT Total
3770 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
28.871 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.93 HS Inv. Rating Method
1 HS Inv. Method
30.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
519 Future ADT Year
2034 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
10537 ODOT County
77 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
3-36ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7708 0215 X H Index
58.8134 Latitude
36:23:57.9 Longitude
-99:34:24.84 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10537 Vault Link
http://plansrv1/bridgemaintvault/b10537 GIS FO/SD
SD H Inv. Method
20.28 Latitude DD
36.39941667 Longitude DD
-99.57356667 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11083 x
-11084478.7381745 y
4355720.5887944 |
|||||||||||||||||||||||||||||||||||||
| 10829 | 6420 0402 X | 10829 | Pushmataha | S.H. 144 | CREEK | 6420 0402 X | (2) 8ft. X 5ft. X 42.4ft. LONG RCB SK 45° | 1948 | 34.48254167 | -95.21832222 | 26.9 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11082 BRKEY
10829 NBI No.
10829 On Under
1 Structure No.
6420 0402 X Control No.
020 Lane Ind.
Milepoint
04020 Facility Carried
S.H. 144 Feature Intersected
CREEK Division
02 County
127 Location
4.02 E JCT US-271 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00144 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
1948 ADT Total
310 ADT Year
2022 Design Load
H 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
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
73.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
496 Future ADT Year
2042 Bypass Detour
4.97097 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
10829 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 8ft. X 5ft. X 42.4ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0402 X H Index
100 Latitude
34:28:57.15 Longitude
-95:13:05.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
088 NBI Text
10829 Vault Link
http://plansrv1/bridgemaintvault/b10829 GIS FO/SD
Meets Standards H Inv. Method
42.5 Latitude DD
34.48254167 Longitude DD
-95.21832222 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11082 x
-10599655.1437202 y
4093781.08969423 |
|||||||||||||||||||||||||||||||||||||
| 10828 | 7125 0263 X | 10828 | Tillman | S.H. 54 | CREEK | 7125 0263 X | 2-10ft.x4ft.x38ft. RDY. R.C.B. W/ CONC. TRAFFIC RAIL | 1948 | 34.28524722 | -98.87122778 | 21.982 | 38.002 | — | 2 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 170 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11081 BRKEY
10828 NBI No.
10828 On Under
1 Structure No.
7125 0263 X Control No.
025 Lane Ind.
Milepoint
02630 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
141 Location
2.6 MI N JCT U.S. 70 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
170 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
38.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.675 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
272 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10828 ODOT County
71 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.x4ft.x38ft. RDY. R.C.B. W/ CONC. TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7125 0263 X H Index
94.7843 Latitude
34:17:06.89 Longitude
-98:52:16.42 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
-1 NBI Text
10828 Vault Link
http://plansrv1/bridgemaintvault/b10828 GIS FO/SD
Meets Standards H Inv. Method
18.188 Latitude DD
34.28524722 Longitude DD
-98.87122778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11081 x
-11006294.7305754 y
4067168.3712169 |
|||||||||||||||||||||||||||||||||||||
| 10827 | 6712 0137 X | 10827 | Seminole | U.S. 270 | CREEK | 6712 0137 X | 2-10ft.X 7ft.X 38ft. RDY R.C.BOX W/ FLEX RAIL | 1948 | 35.250225 | -96.7551 | 22.966 | 40 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11080 BRKEY
10827 NBI No.
10827 On Under
1 Structure No.
6712 0137 X Control No.
012 Lane Ind.
Milepoint
01370 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
1.4 MI E POTT CO Sufficiency
88.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
4100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 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
47.1 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
11.184681 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10827 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 38ft. RDY R.C.BOX W/ FLEX RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6712 0137 X H Index
93.9567 Latitude
35:15:00.81 Longitude
-96:45:18.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10827 Vault Link
http://plansrv1/bridgemaintvault/b10827 GIS FO/SD
Meets Standards H Inv. Method
15.7 Latitude DD
35.250225 Longitude DD
-96.7551 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11080 x
-10770728.4636523 y
4197937.9294967 |
|||||||||||||||||||||||||||||||||||||
| 10826 | 2718 0136 X | 10826 | Grant | S.H. 74 | CREEK | 2718 0136 X | 3-8ft. X 5ft. X 32ft. R.C.BOX W/ THRIE-BEAM RAILS | 1948 | 36.71417222 | -97.55207222 | 25.499 | 34.003 | — | 3 | 0 | 2 | 30.801 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11079 BRKEY
10826 NBI No.
10826 On Under
1 Structure No.
2718 0136 X Control No.
018 Lane Ind.
Milepoint
01360 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
053 Location
1.4 MI N JCT US 60 Sufficiency
89.6 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30.801 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
1948 ADT Total
620 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30.801 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
25.499 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.03 HS Inv. Rating Method
1 HS Inv. Method
26.36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
25.999934 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
10826 ODOT County
27 Nav. Control
0 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 Rt. Curb SW
0 Description
3-8ft. X 5ft. X 32ft. R.C.BOX W/ THRIE-BEAM RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2718 0136 X H Index
66.5756 Latitude
36:42:51.02 Longitude
-97:33:07.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
10826 Vault Link
http://plansrv1/bridgemaintvault/b10826 GIS FO/SD
Meets Standards H Inv. Method
16.36 Latitude DD
36.71417222 Longitude DD
-97.55207222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11079 x
-10859447.005359 y
4399340.61389628 |
|||||||||||||||||||||||||||||||||||||
| 10825 | 1826 0078 X | 10825 | Craig | S.H. 85 | CREEK | 1826 0078 X | 2-10ft. X 3ft. X 30ft. R.C. BOX | 1948 | 36.52464722 | -95.04547222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11078 BRKEY
10825 NBI No.
10825 On Under
1 Structure No.
1826 0078 X Control No.
026 Lane Ind.
Milepoint
00780 Facility Carried
S.H. 85 Feature Intersected
CREEK Division
08 County
035 Location
0.8 MI E JCT SH 82 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00085 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1948 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
48.9 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
11.184681 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
10825 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
2-10ft. X 3ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1826 0078 X H Index
67 Latitude
36:31:28.73 Longitude
-95:02:43.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 85 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10825 Vault Link
http://plansrv1/bridgemaintvault/b10825 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
36.52464722 Longitude DD
-95.04547222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11078 x
-10580413.5697366 y
4373054.24383008 |
|||||||||||||||||||||||||||||||||||||
| 10824 | 1826 0038 X | 10824 | Craig | S.H. 85 | CREEK | 1826 0038 X | 2-10ft. X 3ft. X 30ft. R.C. BOX SK. 75 DEG. | 1948 | 36.52469167 | -95.05281944 | 25.919 | 0 | — | 2 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11077 BRKEY
10824 NBI No.
10824 On Under
1 Structure No.
1826 0038 X Control No.
026 Lane Ind.
Milepoint
00380 Facility Carried
S.H. 85 Feature Intersected
CREEK Division
08 County
035 Location
0.4 MI E JCT SH 82 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00085 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1948 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
15 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 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
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
48.9 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
11.184681 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
10824 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
2-10ft. X 3ft. X 30ft. R.C. BOX SK. 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1826 0038 X H Index
99.5628 Latitude
36:31:28.89 Longitude
-95:03:10.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 85 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10824 Vault Link
http://plansrv1/bridgemaintvault/b10824 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
36.52469167 Longitude DD
-95.05281944 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11077 x
-10581231.4585258 y
4373060.40130543 |
|||||||||||||||||||||||||||||||||||||
| 10728 | 4040 1024 X | 10728 | Le Flore | S.H. 63 | WOODS CREEK | 4040 1024 X | (6) 22.5ft. CONCRETE SLAB | 1947 | 34.69263611 | -94.88236389 | 136 | 31 | — | 6 | 0 | 2 | 26 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11076 BRKEY
10728 NBI No.
10728 On Under
1 Structure No.
4040 1024 X Control No.
040 Lane Ind.
Milepoint
10240 Facility Carried
S.H. 63 Feature Intersected
WOODS CREEK Division
02 County
079 Location
10.24 E JCT US-271 Sufficiency
53.4 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1947 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
01 Length
136 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
11.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10728 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(6) 22.5ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1024 X H Index
81.5241 Latitude
34:41:33.49 Longitude
-94:52:56.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
122 NBI Text
10728 Vault Link
http://plansrv1/bridgemaintvault/b10728 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
34.69263611 Longitude DD
-94.88236389 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11076 x
-10562256.4334969 y
4122189.67268718 |
|||||||||||||||||||||||||||||||||||||
| 10727 | 7541 0521 X | 10727 | Washita | S.H. 115 | SPRING CREEK | 7541 0521 X | 40ft.-50ft.-40ft. I-BEAM SPANS | 1947 | 35.17525 | -98.723153 | 129.921 | 34 | — | 3 | 0 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Satisfactory (6) | 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 | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11075 BRKEY
10727 NBI No.
10727 On Under
1 Structure No.
7541 0521 X Control No.
041 Lane Ind.
Milepoint
05210 Facility Carried
S.H. 115 Feature Intersected
SPRING CREEK Division
05 County
149 Location
5.2 MI N KIOWA C/L Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
129.921 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39.7 HS Inv. Rating Method
3 HS Inv. Method
30.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
640 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10727 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7541 0521 X H Index
80.4199 Latitude
35:10:30.9 Longitude
-98:43:23.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 115 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
10727 Vault Link
http://plansrv1/bridgemaintvault/b10727 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
35.17525 Longitude DD
-98.723153 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11075 x
-10989811.1214664 y
4187722.49608255 |
|||||||||||||||||||||||||||||||||||||
| 10726 | 6212R0303 X | 10726 | Pontotoc | S.H. 3W | BIG CREEK | 6212 0303 X | 40ft.-50ft.-40 I-BM | 1947 | 34.92218333 | -96.92865 | 131.89 | 30.84 | — | 3 | 30 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
11074 BRKEY
10726 NBI No.
10726 On Under
1 Structure No.
6212R0303 X Control No.
012 Lane Ind.
Milepoint
03030 Facility Carried
S.H. 3W Feature Intersected
BIG CREEK Division
03 County
123 Location
4.2 MI NE JCT SH 59A Sufficiency
25.9 Kind Hwy
3 Level Service
1 Route No.
0003W Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1947 ADT Total
4200 ADT Year
2004 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.89 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.
6 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.179 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2024 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10726 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40 I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6212 0303 X H Index
66.4412 Latitude
34:55:19.86 Longitude
-96:55:43.14 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3W Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10726 Vault Link
http://plansrv1/bridgemaintvault/b10726 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
34.92218333 Longitude DD
-96.92865 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11074 x
-10790047.9612794 y
4153311.19136705 |
|||||||||||||||||||||||||||||||||||||
| 10725 | 4824 0207 X | 10725 | Marshall | S.H. 199 | GLASSES CREEK | 4824 0207 X | 35ft. - 50ft. - 50ft. RC BEAM SK 45° | 1947 | 34.08538056 | -96.73202778 | 137.001 | 26.601 | — | 3 | 45 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.4 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11073 BRKEY
10725 NBI No.
10725 On Under
1 Structure No.
4824 0207 X Control No.
024 Lane Ind.
Milepoint
02070 Facility Carried
S.H. 199 Feature Intersected
GLASSES CREEK Division
02 County
095 Location
2.07 E JCT SH-99 Sufficiency
60.4 Kind Hwy
3 Level Service
1 Route No.
00199 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
1947 ADT Total
1600 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
137.001 Deck Width
26.601 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 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
38.4 HS Inv. Rating Method
1 HS Inv. Method
20.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
11.806053 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
10725 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.
8 DK Surf. Type
N Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
35ft. - 50ft. - 50ft. RC BEAM SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4824 0207 X H Index
92.9892 Latitude
34:05:07.37 Longitude
-96:43:55.3 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 199 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19 NBI Text
10725 Vault Link
http://plansrv1/bridgemaintvault/b10725 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
34.08538056 Longitude DD
-96.73202778 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11073 x
-10768160.0758704 y
4040272.31910966 |
|||||||||||||||||||||||||||||||||||||
| 10717 | 1217R2442 X | 10717 | Choctaw | S.H. 109 | HANUBBY CREEK | 1217 2442 X | (3) 35ft. RC BEAM | 1947 | 33.953517 | -95.605817 | 107.001 | 24.501 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.6 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
11047 BRKEY
10717 NBI No.
10717 On Under
1 Structure No.
1217R2442 X Control No.
017 Lane Ind.
Milepoint
24420 Facility Carried
S.H. 109 Feature Intersected
HANUBBY CREEK Division
02 County
023 Location
24.42 S & E JCT US-70 Sufficiency
58.6 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1947 ADT Total
500 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
107.001 Deck Width
24.501 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
7 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2040 Bypass Detour
27.961703 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
10717 ODOT County
12 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
1.25 Rt. Curb SW
1.25 Description
(3) 35ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1217 2442 X H Index
96.7201 Latitude
33:57:12.66 Longitude
-95:36:20.94 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
10717 Vault Link
http://plansrv1/bridgemaintvault/b10717 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
33.953517 Longitude DD
-95.605817 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11047 x
-10642790.8653149 y
4022562.20134234 |
|||||||||||||||||||||||||||||||||||||
| 10904 | 6420 0527 X | 10904 | Pushmataha | S.H. 144 (IRR) | GARLAND CREEK | 6420 0527 X | (13ft. - 17ft. - 13ft.) X 11ft. X 30ft. LONG RCB SK 30° | 1948 | 34.48244167 | -95.19749722 | 54.301 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11037 BRKEY
10904 NBI No.
10904 On Under
1 Structure No.
6420 0527 X Control No.
020 Lane Ind.
Milepoint
05270 Facility Carried
S.H. 144 (IRR) Feature Intersected
GARLAND CREEK Division
02 County
127 Location
5.27 E JCT US-271 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00144 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
1948 ADT Total
310 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.301 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
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
72.49 HS Inv. Rating Method
1 HS Inv. Method
43.41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
496 Future ADT Year
2042 Bypass Detour
4.97097 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
10904 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 11ft. X 30ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0527 X H Index
70.0886 Latitude
34:28:56.79 Longitude
-95:11:50.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
089 NBI Text
10904 Vault Link
http://plansrv1/bridgemaintvault/b10904 GIS FO/SD
Meets Standards H Inv. Method
34.92 Latitude DD
34.48244167 Longitude DD
-95.19749722 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11037 x
-10597336.9153245 y
4093767.58495147 |
|||||||||||||||||||||||||||||||||||||
| 10716 | 5820R0413 X | 10716 | Ottawa | S.H. 10 | COUNCIL HOLLOW CREEK | 5820 0413 X | 30ft.-40ft.-30ft. I-BM. SPANS ON 3 DEG. RIGHT CURVE | 1947 | 36.721125 | -94.72961667 | 101.05 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.7 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
11028 BRKEY
10716 NBI No.
10716 On Under
1 Structure No.
5820R0413 X Control No.
020 Lane Ind.
Milepoint
04130 Facility Carried
S.H. 10 Feature Intersected
COUNCIL HOLLOW CREEK Division
08 County
115 Location
4.2 MI N DELAWARE CO Sufficiency
32.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
3800 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.05 HS Inv. Rating Method
1 HS Inv. Method
30.57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2036 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
10716 ODOT County
58 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
30ft.-40ft.-30ft. I-BM. SPANS ON 3 DEG. RIGHT CURVE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0413 X H Index
82.6664 Latitude
36:43:16.05 Longitude
-94:43:46.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10716 Vault Link
http://plansrv1/bridgemaintvault/b10716 GIS FO/SD
SD H Inv. Method
19.43 Latitude DD
36.721125 Longitude DD
-94.72961667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11028 x
-10545252.6907464 y
4400306.16793351 |
|||||||||||||||||||||||||||||||||||||
| 10715 | 6712R0283 X | 10715 | Seminole | U.S. 270 | CREEK | 6712 0283 X | 30ft.-40ft.-30ft. I-BM. SPANS SK60 DEG. WITH 2-18ft. SAFETY CURBS | 1947 | 35.24655 | -96.729753 | 102.034 | 31.001 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.9 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4100 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
11027 BRKEY
10715 NBI No.
10715 On Under
1 Structure No.
6712R0283 X Control No.
012 Lane Ind.
Milepoint
02830 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
3.0 MI E POTTA. C/L Sufficiency
41.9 Kind Hwy
2 Level Service
1 Route No.
00270 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
06 - Minor Arterial (Rural) Year Built
1947 ADT Total
4100 ADT Year
2017 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
102.034 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
5 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.391 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2037 Bypass Detour
11.184681 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10715 ODOT County
67 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
30ft.-40ft.-30ft. I-BM. SPANS SK60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6712 0283 X H Index
87.6128 Latitude
35:14:47.58 Longitude
-96:43:47.11 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10715 Vault Link
http://plansrv1/bridgemaintvault/b10715 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
35.24655 Longitude DD
-96.729753 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11027 x
-10767906.8485191 y
4197436.98634773 |
|||||||||||||||||||||||||||||||||||||
| 10619 | 0620 1928 X | 10619 | Blaine | S.H. 51 | CREEK | 0620 1928 X | 3-8ft.X3ft.X46ft. RDY. R.C.B. | 1947 | 36.11588333 | -98.32165 | 25.919 | 48.002 | — | 3 | 0 | 2 | 46.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11021 BRKEY
10619 NBI No.
10619 On Under
1 Structure No.
0620 1928 X Control No.
020 Lane Ind.
Milepoint
19280 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
05 County
011 Location
0.3 MI W S.H. 8 OKEENE Sufficiency
91.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
46.001 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
1947 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
46.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
48.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
82.32 HS Inv. Rating Method
1 HS Inv. Method
49.29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
47.22421 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
-1 Min Measured Clearance
-1 NBI Rating
10619 ODOT County
06 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
3-8ft.X3ft.X46ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0620 1928 X H Index
67 Latitude
36:06:57.18 Longitude
-98:19:17.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10619 Vault Link
http://plansrv1/bridgemaintvault/b10619 GIS FO/SD
Meets Standards H Inv. Method
27.41 Latitude DD
36.11588333 Longitude DD
-98.32165 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11021 x
-10945116.0119545 y
4316578.47750599 |
|||||||||||||||||||||||||||||||||||||
| 10618 | 4306R1736 X | 10618 | Love | S.H. 32 | BONE CREEK | 4306 1736 X | (2) 10ft. X 12ft. X 30ft. RCB | 1947 | 33.94031389 | -97.25883056 | 22.966 | 30 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.4 | 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 | 2100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
11020 BRKEY
10618 NBI No.
10618 On Under
1 Structure No.
4306R1736 X Control No.
006 Lane Ind.
Milepoint
17360 Facility Carried
S.H. 32 Feature Intersected
BONE CREEK Division
07 County
085 Location
17.7 MI E C/L Sufficiency
83.4 Kind Hwy
3 Level Service
1 Route No.
00032 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
1947 ADT Total
2100 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 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
62.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2035 Bypass Detour
39.146385 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
10618 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 12ft. X 30ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1736 X H Index
94.6208 Latitude
33:56:25.13 Longitude
-97:15:31.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
019 NBI Text
10618 Vault Link
http://plansrv1/bridgemaintvault/b10618 GIS FO/SD
Meets Standards H Inv. Method
34.75 Latitude DD
33.94031389 Longitude DD
-97.25883056 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11020 x
-10826803.4930885 y
4020790.4527051 |
|||||||||||||||||||||||||||||||||||||
| 10616 | 3230 0815 X | 10616 | Hughes | S.H. 48 | CREEK | 3230 0815 X | 2-10ft.X6ft.X28ft. RC BOX | 1947 | 35.21270556 | -96.405875 | 25.919 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11018 BRKEY
10616 NBI No.
10616 On Under
1 Structure No.
3230 0815 X Control No.
030 Lane Ind.
Milepoint
08150 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
063 Location
7.7 MI N JCT US 270 Sufficiency
82.3 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
760 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
23.999 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
25.919 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.26 HS Inv. Rating Method
1 HS Inv. Method
34.35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1216 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10616 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X28ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3230 0815 X H Index
94.9186 Latitude
35:12:45.74 Longitude
-96:24:21.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10616 Vault Link
http://plansrv1/bridgemaintvault/b10616 GIS FO/SD
Meets Standards H Inv. Method
19.08 Latitude DD
35.21270556 Longitude DD
-96.405875 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11018 x
-10731852.91448 y
4192824.68165337 |
|||||||||||||||||||||||||||||||||||||
| 10615 | 3418 0345 X | 10615 | Jefferson | S.H. 89 | CREEK | 3418 0345 X | 3 - 8ft. X 3ft. X 30ft. RCB | 1947 | 34.03031667 | -97.57293611 | 26.903 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 420 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11017 BRKEY
10615 NBI No.
10615 On Under
1 Structure No.
3418 0345 X Control No.
018 Lane Ind.
Milepoint
03450 Facility Carried
S.H. 89 Feature Intersected
CREEK Division
07 County
067 Location
3.3 MI N JCT SH32 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00089 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
420 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.2 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
672 Future ADT Year
2042 Bypass Detour
36.000001 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
10615 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 8ft. X 3ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3418 0345 X H Index
95.7515 Latitude
34:01:49.14 Longitude
-97:34:22.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 89 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
051 NBI Text
10615 Vault Link
http://plansrv1/bridgemaintvault/b10615 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.03031667 Longitude DD
-97.57293611 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11017 x
-10861769.5629698 y
4032873.54100751 |
|||||||||||||||||||||||||||||||||||||
| 10919 | 2540R0017 X | 10919 | Garvin | S.H. 76 | CREEK | 2540 0017 X | 3-25ft. CONC. SLAB SPA | 1948 | 34.83943333 | -97.61582222 | 75.131 | 26.903 | — | 3 | 0 | 2 | 23.95 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.3 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
11016 BRKEY
10919 NBI No.
10919 On Under
1 Structure No.
2540R0017 X Control No.
040 Lane Ind.
Milepoint
00170 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
03 County
049 Location
0.1 MI N JCT SH 19 Sufficiency
45.3 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
3200 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.22 HS Inv. Rating Method
1 HS Inv. Method
30.07 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2035 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10919 ODOT County
25 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
3-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2540 0017 X H Index
94.079 Latitude
34:50:21.96 Longitude
-97:36:56.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10919 Vault Link
http://plansrv1/bridgemaintvault/b10919 GIS FO/SD
SD H Inv. Method
16.71 Latitude DD
34.83943333 Longitude DD
-97.61582222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11016 x
-10866543.6228971 y
4142082.12728952 |
|||||||||||||||||||||||||||||||||||||
| 10706 | 7541R1042 X | 10706 | Washita | S.H. 115 | GYP CREEK | 7541 1042 X | 25ft.-30ft.-25ft. I-BEAM SPANS W/ TIMBER PILES | 1947 | 35.24789722 | -98.71175833 | 81.037 | 29.003 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
11000 BRKEY
10706 NBI No.
10706 On Under
1 Structure No.
7541R1042 X Control No.
041 Lane Ind.
Milepoint
10420 Facility Carried
S.H. 115 Feature Intersected
GYP CREEK Division
05 County
149 Location
10.4 N. KIOWA CO. LINE Sufficiency
55 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
400 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
81.037 Deck Width
29.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.21 HS Inv. Rating Method
1 HS Inv. Method
22.88 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2034 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10706 ODOT County
75 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
25ft.-30ft.-25ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7541 1042 X H Index
38.143 Latitude
35:14:52.43 Longitude
-98:42:42.33 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 115 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
10706 Vault Link
http://plansrv1/bridgemaintvault/b10706 GIS FO/SD
SD H Inv. Method
14.45 Latitude DD
35.24789722 Longitude DD
-98.71175833 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11000 x
-10988542.6726043 y
4197620.62469902 |
|||||||||||||||||||||||||||||||||||||
| 10614 | 0828 0319 X | 10614 | Caddo | S.H. 152 | CREEK | 0828 0319 X | 2-10ft.X 7ft.X 34ft. R.C.BOX WITH CONC RAILS | 1947 | 35.31986944 | -98.22002222 | 21.982 | 36.001 | — | 2 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10998 BRKEY
10614 NBI No.
10614 On Under
1 Structure No.
0828 0319 X Control No.
028 Lane Ind.
Milepoint
03190 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
07 County
015 Location
3.3 MI E JCT US 281 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
33.999 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
21.982 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.5 HS Inv. Rating Method
1 HS Inv. Method
31.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10614 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 34ft. R.C.BOX WITH CONC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0828 0319 X H Index
97.8829 Latitude
35:19:11.53 Longitude
-98:13:12.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
76 NBI Text
10614 Vault Link
http://plansrv1/bridgemaintvault/b10614 GIS FO/SD
Meets Standards H Inv. Method
17.5 Latitude DD
35.31986944 Longitude DD
-98.22002222 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10998 x
-10933802.8592344 y
4207435.53456963 |
|||||||||||||||||||||||||||||||||||||
| 10613 | 5820 0270 XC | 10613 | Ottawa | S.H. 10 SD | CREEK | 5820 0270 XC | 2-10ft.X 6ft.X 20ft. R.C.B | 1947 | 36.70592222 | -94.71153889 | 22.999 | 0 | — | 2 | 0 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10997 BRKEY
10613 NBI No.
10613 On Under
1 Structure No.
5820 0270 XC Control No.
020 Lane Ind.
Milepoint
02700 Facility Carried
S.H. 10 SD Feature Intersected
CREEK Division
08 County
115 Location
60' W OF SH 10 Sufficiency
96.5 Kind Hwy
8 Level Service
0 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1947 ADT Total
50 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
1 Fill RCB
FG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10613 ODOT County
58 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 6ft.X 20ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
5820 0270 XC H Index
98.4526 Latitude
36:42:21.32 Longitude
-94:42:41.54 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 SD Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
10613 Vault Link
http://plansrv1/bridgemaintvault/b10613 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.70592222 Longitude DD
-94.71153889 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
10997 x
-10543240.2814821 y
4398195.0242582 |
|||||||||||||||||||||||||||||||||||||
| 10897 | 4504 2161 X | 10897 | McCurtain | U.S. 70 | TWOMILES CREEK | 4504 2161 X | (12ft. - 14ft. - 12ft.) X 7ft. X 38ft. LONG RCB | 1948 | 34.05367778 | -94.50737222 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.1 | 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 | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10988 BRKEY
10897 NBI No.
10897 On Under
1 Structure No.
4504 2161 X Control No.
004 Lane Ind.
Milepoint
21610 Facility Carried
U.S. 70 Feature Intersected
TWOMILES CREEK Division
02 County
089 Location
13.7 E JCT US-259 Sufficiency
83.1 Kind Hwy
2 Level Service
1 Route No.
00070 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
1948 ADT Total
3200 ADT Year
2022 Design Load
H 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
42.001 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.4 HS Inv. Rating Method
1 HS Inv. Method
48.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
77.050027 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
10897 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
(12ft. - 14ft. - 12ft.) X 7ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 2161 X H Index
97.6206 Latitude
34:03:13.24 Longitude
-94:30:26.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27 NBI Text
10897 Vault Link
http://plansrv1/bridgemaintvault/b10897 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
34.05367778 Longitude DD
-94.50737222 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10988 x
-10520512.5517408 y
4036011.9198413 |
|||||||||||||||||||||||||||||||||||||
| 10896 | 4504 2032 X | 10896 | McCurtain | U.S. 70 | BUCK CREEK | 4504 2032 X | (12ft. - 14ft. - 12ft.) X 10ft. X 38ft. LONG RCB | 1948 | 34.05361667 | -94.52996111 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | 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 | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10987 BRKEY
10896 NBI No.
10896 On Under
1 Structure No.
4504 2032 X Control No.
004 Lane Ind.
Milepoint
20320 Facility Carried
U.S. 70 Feature Intersected
BUCK CREEK Division
02 County
089 Location
12.4 E JCT US-259 Sufficiency
91.5 Kind Hwy
2 Level Service
1 Route No.
00070 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
1948 ADT Total
3200 ADT Year
2022 Design Load
H 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
42.001 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.3 HS Inv. Rating Method
1 HS Inv. Method
27.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
8.077825 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
10896 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
(12ft. - 14ft. - 12ft.) X 10ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 2032 X H Index
97.7805 Latitude
34:03:13.02 Longitude
-94:31:47.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26 NBI Text
10896 Vault Link
http://plansrv1/bridgemaintvault/b10896 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
34.05361667 Longitude DD
-94.52996111 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10987 x
-10523027.1354732 y
4036003.70907219 |
|||||||||||||||||||||||||||||||||||||
| 10699 | 1624 0580 X | 10699 | Comanche | S.H. 17 | LITTLE BEAVER CREEK | 1624 0580 X | 3-25ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS | 1947 | 34.75358056 | -98.20363611 | 75.131 | 27.559 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Satisfactory (6) | 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 | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10975 BRKEY
10699 NBI No.
10699 On Under
1 Structure No.
1624 0580 X Control No.
024 Lane Ind.
Milepoint
05800 Facility Carried
S.H. 17 Feature Intersected
LITTLE BEAVER CREEK Division
07 County
031 Location
5.9 MI.E.JCT.US277 Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00017 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
1947 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.029 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
27.559 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
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10699 ODOT County
16 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
1.64 Rt. Curb SW
1.64 Description
3-25ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1624 0580 X H Index
99.9824 Latitude
34:45:12.89 Longitude
-98:12:13.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 17 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
063 NBI Text
10699 Vault Link
http://plansrv1/bridgemaintvault/b10699 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.75358056 Longitude DD
-98.20363611 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10975 x
-10931978.7658131 y
4130443.94585679 |
|||||||||||||||||||||||||||||||||||||
| 10895 | 1918 1795 X | 10895 | Creek | S.H. 33 | TURKEY CREEK | 1918 1795 X | (11ft.-15ft.-11ft.)X 10ft.X 168ft. R.C.BOX | 1948 | 35.98829722 | -96.3113 | 41.01 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10968 BRKEY
10895 NBI No.
10895 On Under
1 Structure No.
1918 1795 X Control No.
018 Lane Ind.
Milepoint
17950 Facility Carried
S.H. 33 Feature Intersected
TURKEY CREEK Division
08 County
037 Location
17.6 MI E PAYNE C/L Sufficiency
89.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6880 Future ADT Year
2042 Bypass Detour
22.990734 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
10895 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(11ft.-15ft.-11ft.)X 10ft.X 168ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1918 1795 X H Index
98.6932 Latitude
35:59:17.87 Longitude
-96:18:40.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10895 Vault Link
http://plansrv1/bridgemaintvault/b10895 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.98829722 Longitude DD
-96.3113 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10968 x
-10721324.8736382 y
4299011.20702214 |
|||||||||||||||||||||||||||||||||||||
| 10894 | 2520 0992 X | 10894 | Garvin | S.H. 29 | CREEK | 2520 0992 X | (12ft.-14ft.-12ft.) X14ft. X 40ft. RDY R.C. BOX WITH HANDRAILS | 1948 | 34.62293333 | -97.39045 | 41.995 | 36.001 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Satisfactory (6) | 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 | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10967 BRKEY
10894 NBI No.
10894 On Under
1 Structure No.
2520 0992 X Control No.
020 Lane Ind.
Milepoint
09920 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
9.7 MI. E. STEPHENS CO. Sufficiency
82.7 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35.761 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
1948 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 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
45.63 HS Inv. Rating Method
1 HS Inv. Method
27.32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10894 ODOT County
25 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
(12ft.-14ft.-12ft.) X14ft. X 40ft. RDY R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 0992 X H Index
93.6391 Latitude
34:37:22.56 Longitude
-97:23:25.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10894 Vault Link
http://plansrv1/bridgemaintvault/b10894 GIS FO/SD
Meets Standards H Inv. Method
16.05 Latitude DD
34.62293333 Longitude DD
-97.39045 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10967 x
-10841455.3021278 y
4112756.62445254 |
|||||||||||||||||||||||||||||||||||||
| 10893 | 7125 0282 X | 10893 | Tillman | S.H. 54 | CREEK | 7125 0282 X | (10ft.,3-12ft.,10ft.)x8ft.x46ft. RDY. R.C.B. | 1948 | 34.28793056 | -98.87121111 | 45.932 | 46.001 | — | 5 | 0 | 2 | 44.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 170 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10966 BRKEY
10893 NBI No.
10893 On Under
1 Structure No.
7125 0282 X Control No.
025 Lane Ind.
Milepoint
02820 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
141 Location
2.8 MI N JCT U.S. 70 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
170 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
46.001 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
272 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10893 ODOT County
71 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
(10ft.,3-12ft.,10ft.)x8ft.x46ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7125 0282 X H Index
97.35 Latitude
34:17:16.55 Longitude
-98:52:16.36 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
-1 NBI Text
10893 Vault Link
http://plansrv1/bridgemaintvault/b10893 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.28793056 Longitude DD
-98.87121111 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10966 x
-11006292.8748795 y
4067529.90248435 |
|||||||||||||||||||||||||||||||||||||
| 10698 | 4914R0557 X | 10698 | Mayes | S.H. 28 | BITTER CREEK | 4914 0557 X | 3-25ft. CONC. SLAB SPA | 1947 | 36.43779167 | -95.33522222 | 75.131 | 27.001 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.6 | Poor (4) | Poor (4) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
10956 BRKEY
10698 NBI No.
10698 On Under
1 Structure No.
4914R0557 X Control No.
014 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 28 Feature Intersected
BITTER CREEK Division
08 County
097 Location
5.6 MI E ROGERS CO Sufficiency
35.6 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1947 ADT Total
3000 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
6 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
59.084 HS Inv. Rating Method
2 HS Inv. Method
34.392 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4800 Future ADT Year
2029 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10698 ODOT County
49 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
3-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0557 X H Index
67.3435 Latitude
36:26:16.05 Longitude
-95:20:06.8 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10698 Vault Link
http://plansrv1/bridgemaintvault/b10698 GIS FO/SD
SD H Inv. Method
19.07 Latitude DD
36.43779167 Longitude DD
-95.33522222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10956 x
-10612668.392194 y
4361029.25034369 |
|||||||||||||||||||||||||||||||||||||
| 10697 | 6212R0314 X | 10697 | Pontotoc | S.H. 3W | CREEK | 6212 0314 X | 3-22ft. CONC SLAB SPAN | 1947 | 34.92072222 | -96.92798333 | 67.913 | 30.84 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.5 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
10955 BRKEY
10697 NBI No.
10697 On Under
1 Structure No.
6212R0314 X Control No.
012 Lane Ind.
Milepoint
03140 Facility Carried
S.H. 3W Feature Intersected
CREEK Division
03 County
123 Location
4.1 MI NE JCT SH 59A Sufficiency
26.5 Kind Hwy
3 Level Service
1 Route No.
0003W 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
06 - Minor Arterial (Rural) Year Built
1947 ADT Total
4200 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
67.913 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.203 HS Inv. Rating Method
1 HS Inv. Method
25.243 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2024 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10697 ODOT County
62 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
3-22ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6212 0314 X H Index
70.7651 Latitude
34:55:14.6 Longitude
-96:55:40.74 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3W Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10697 Vault Link
http://plansrv1/bridgemaintvault/b10697 GIS FO/SD
SD H Inv. Method
13.999 Latitude DD
34.92072222 Longitude DD
-96.92798333 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10955 x
-10789973.7479145 y
4153112.82258598 |
|||||||||||||||||||||||||||||||||||||
| 11057 | 4438 0807 X | 11057 | McClain | S.H. 74 | CREEK | 4438 0807 X | 12ft.X14ft.X12ft. X 7ft.X 32 | 1949 | 35.07325 | -97.44965556 | 41.01 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10902 BRKEY
11057 NBI No.
11057 On Under
1 Structure No.
4438 0807 X Control No.
038 Lane Ind.
Milepoint
08070 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
087 Location
7.3 MI.S&E.JCT. I35 Sufficiency
82.5 Kind Hwy
3 Level Service
1 Route No.
00074 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
1949 ADT Total
980 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1568 Future ADT Year
2042 Bypass Detour
4.97097 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
11057 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
12ft.X14ft.X12ft. X 7ft.X 32 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4438 0807 X H Index
96.1901 Latitude
35:04:23.7 Longitude
-97:26:58.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11057 Vault Link
http://plansrv1/bridgemaintvault/b11057 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.07325 Longitude DD
-97.44965556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10902 x
-10848046.0349191 y
4173839.98734601 |