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.
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| 09406 | 2618R0427 X | 9406 | Grady | S.H. 19 | CREEK | 2618R0427 X | (4-10.25ft.,4-12.5ft.)X6 | 1940 | 34.97666667 | -97.87166667 | 98.097 | 32.001 | — | 8 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.2 | 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 | 3440 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
9502 BRKEY
9406 NBI No.
9406 On Under
1 Structure No.
2618R0427 X Control No.
018 Lane Ind.
Milepoint
04270 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
051 Location
4.4 MI W US81 Sufficiency
71.2 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
9 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
07 - Major Collector (Rural) Year Built
1940 ADT Total
3440 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
98.097 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 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
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2600 Future ADT Year
2018 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09406 ODOT County
26 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
(4-10.25ft.,4-12.5ft.)X6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2618R0427 X H Index
67.747 Latitude
34:58:36 Longitude
-97:52:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52-26 NBI Text
09406 Vault Link
http://plansrv1/bridgemaintvault/b09406 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.97666667 Longitude DD
-97.87166667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9502 x
-10895024.0967934 y
4160710.68964632 |
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| 09278 | 1512R0723 X | 9278 | Coal | S.H. 31 | KEEL CREEK | 1512 0723 X | 3-20ft. CONC SLAB SPAN | 1940 | 34.60767222 | -96.144325 | 64.961 | 27.231 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27.2 | Critical (2) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
9422 BRKEY
9278 NBI No.
9278 On Under
1 Structure No.
1512R0723 X Control No.
012 Lane Ind.
Milepoint
07230 Facility Carried
S.H. 31 Feature Intersected
KEEL CREEK Division
03 County
029 Location
7.3 MI NE US75 Sufficiency
27.2 Kind Hwy
3 Level Service
1 Route No.
00031 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
1940 ADT Total
270 ADT Year
2006 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
01 Length
64.961 Deck Width
27.231 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
-1 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2026 Bypass Detour
42.253241 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
09278 ODOT County
15 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
3-20ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1512 0723 X H Index
84.6236 Latitude
34:36:27.62 Longitude
-96:08:39.57 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 31 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09278 Vault Link
http://plansrv1/bridgemaintvault/b09278 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.60767222 Longitude DD
-96.144325 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9422 x
-10702737.301663 y
4110692.35879756 |
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| 09546 | 4932R0273 X | 9546 | Mayes | S.H. 82 | GRAND RIVER | 4932 0273 X | 6-100ft. PONY TRUSS, 6 | 1940 | 36.442575 | -95.05613056 | 725 | 27.671 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.4 | 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 | 2300 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
9390 BRKEY
9546 NBI No.
9546 On Under
1 Structure No.
4932R0273 X Control No.
032 Lane Ind.
Milepoint
02730 Facility Carried
S.H. 82 Feature Intersected
GRAND RIVER Division
08 County
097 Location
2.7 MI N JCT SH 20 Sufficiency
32.4 Kind Hwy
3 Level Service
1 Route No.
00082 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
1940 ADT Total
2300 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
725 Deck Width
27.671 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2034 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09546 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
1.499 Rt. Curb SW
1.499 Description
6-100ft. PONY TRUSS, 6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4932 0273 X H Index
63.147 Latitude
36:26:33.27 Longitude
-95:03:22.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09546 Vault Link
http://plansrv1/bridgemaintvault/b09546 GIS FO/SD
SD H Inv. Method
21.3 Latitude DD
36.442575 Longitude DD
-95.05613056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9390 x
-10581600.0507181 y
4361691.14320678 |
|||||||||||||||||||||||||||||||||||||
| 09545 | 5810 1125 X | 9545 | Ottawa | U.S. 60 | NEOSHO RIVER | 5810 1125 X | 2(2-60ft. CONT.)(92ft.-1 | 1940 | 36.798889 | -94.757572 | 605 | 30 | — | 7 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9389 BRKEY
9545 NBI No.
9545 On Under
1 Structure No.
5810 1125 X Control No.
010 Lane Ind.
Milepoint
11250 Facility Carried
U.S. 60 Feature Intersected
NEOSHO RIVER Division
08 County
115 Location
11.1 MI E US 69 Sufficiency
55 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
605 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
6 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.1 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
21.747992 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
09545 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.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(2-60ft. CONT.)(92ft.-1 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1125 X H Index
84.8395 Latitude
36:47:56 Longitude
-94:45:27.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
09545 Vault Link
http://plansrv1/bridgemaintvault/b09545 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.798889 Longitude DD
-94.757572 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9389 x
-10548364.663847 y
4411111.45764381 |
|||||||||||||||||||||||||||||||||||||
| 09544 | 5810 1148 X | 9544 | Ottawa | U.S. 60 | SPRING RIVER | 5810 1148 X | 65ft., (92ft.-114ft.-92ft. C | 1940 | 36.799692 | -94.753347 | 550 | 30 | — | 5 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9388 BRKEY
9544 NBI No.
9544 On Under
1 Structure No.
5810 1148 X Control No.
010 Lane Ind.
Milepoint
11480 Facility Carried
U.S. 60 Feature Intersected
SPRING RIVER Division
08 County
115 Location
11.3 MI E US 69 Sufficiency
55 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
28 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
4 - Steel Continuous Design
02 Length
550 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
6 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
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.1 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
21.747992 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
09544 ODOT County
58 Nav. Control
1 Nav. HC
100 Lft. Br. Nav. Cl.
0 Nav. VC
16 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft., (92ft.-114ft.-92ft. C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1148 X H Index
89.7116 Latitude
36:47:58.89 Longitude
-94:45:12.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09544 Vault Link
http://plansrv1/bridgemaintvault/b09544 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.799692 Longitude DD
-94.753347 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9388 x
-10547894.3389984 y
4411223.09149042 |
|||||||||||||||||||||||||||||||||||||
| 09543 | 2910R0763 X | 9543 | Harmon | S.H. 30 | ELM FORK OF RED RIVER | 2910 0763 X | 3(2-75ft. CONT.) 2-50ft. I-BEAM SPANS | 1940 | 35.010061 | -99.903867 | 550 | 26.001 | — | 6 | 0 | 2 | 24 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.7 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 180 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
9387 BRKEY
9543 NBI No.
9543 On Under
1 Structure No.
2910R0763 X Control No.
010 Lane Ind.
Milepoint
07630 Facility Carried
S.H. 30 Feature Intersected
ELM FORK OF RED RIVER Division
05 County
057 Location
7.8 MI N JCT S.H. 9 Sufficiency
51.7 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24 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
1940 ADT Total
180 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
24 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
550 Deck Width
26.001 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
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2038 Bypass Detour
67.72946 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
09543 ODOT County
29 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
0.499 Rt. Curb SW
0.499 Description
3(2-75ft. CONT.) 2-50ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2910 0763 X H Index
64.2344 Latitude
35:00:36.22 Longitude
-99:54:13.92 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09543 Vault Link
http://plansrv1/bridgemaintvault/b09543 GIS FO/SD
SD H Inv. Method
19.3 Latitude DD
35.010061 Longitude DD
-99.903867 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9387 x
-11121247.6027189 y
4165248.47784542 |
|||||||||||||||||||||||||||||||||||||
| 09732 | 4040 1090 X | 9732 | Le Flore | S.H. 63 | CREEK | 4040 1090 X | (3) 10ft. X 4ft. X 44ft. RCB | 1941 | 34.69523889 | -94.86916944 | 34 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | Fair (5) | 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 | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9378 BRKEY
9732 NBI No.
9732 On Under
1 Structure No.
4040 1090 X Control No.
040 Lane Ind.
Milepoint
10900 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
10.90 E JCT US-271 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
1941 ADT Total
1100 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
3 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 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
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09732 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 4ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1090 X H Index
98.35 Latitude
34:41:42.86 Longitude
-94:52:09.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
124 NBI Text
09732 Vault Link
http://plansrv1/bridgemaintvault/b09732 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.69523889 Longitude DD
-94.86916944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9378 x
-10560787.6340416 y
4122542.06704231 |
|||||||||||||||||||||||||||||||||||||
| 09731 | 7312 0753 X | 9731 | Wagoner | S.H. 51 | COWETA CREEK | 7312 0753 X | 3-10ft. X 10ft. X 84ft. R. | 1941 | 35.982214 | -95.667381 | 39.042 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9377 BRKEY
9731 NBI No.
9731 On Under
1 Structure No.
7312 0753 X Control No.
012 Lane Ind.
Milepoint
07530 Facility Carried
S.H. 51 Feature Intersected
COWETA CREEK Division
01 County
145 Location
7.7 MI S TULSA C/L Sufficiency
78.3 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1941 ADT Total
16000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32.34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25600 Future ADT Year
2042 Bypass Detour
0 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
09731 ODOT County
73 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
1.001 Rt. Curb SW
1.001 Description
3-10ft. X 10ft. X 84ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7312 0753 X H Index
97.7592 Latitude
35:58:55.97 Longitude
-95:40:02.57 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
09731 Vault Link
http://plansrv1/bridgemaintvault/b09731 GIS FO/SD
Meets Standards H Inv. Method
18.26 Latitude DD
35.982214 Longitude DD
-95.667381 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9377 x
-10649644.1384461 y
4298174.32177293 |
|||||||||||||||||||||||||||||||||||||
| 09730 | 3616 0740 X | 9730 | Kay | U.S. 177 | CREEK | 3616 0740 X | 3-10ft. X 7ft. X 74.5ft. R.C.BOX W/ 12ft. SIDEWALK ON EAST SIDE, WITH HANDRAILS | 1941 | 36.79687778 | -97.28288611 | 32.119 | 74.491 | — | 3 | 0 | 4 | 56.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.5 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9376 BRKEY
9730 NBI No.
9730 On Under
1 Structure No.
3616 0740 X Control No.
016 Lane Ind.
Milepoint
07400 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
8.1 MI N JCT US 60 Sufficiency
77.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
66.775 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1941 ADT Total
5300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
56.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 Deck Width
74.491 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
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
09730 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
12.001 Description
3-10ft. X 7ft. X 74.5ft. R.C.BOX W/ 12ft. SIDEWALK ON EAST SIDE, WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 0740 X H Index
95.2758 Latitude
36:47:48.76 Longitude
-97:16:58.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 (MAIN ST.) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
09730 Vault Link
http://plansrv1/bridgemaintvault/b09730 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.79687778 Longitude DD
-97.28288611 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
9376 x
-10829481.3446652 y
4410831.86100582 |
|||||||||||||||||||||||||||||||||||||
| 09729 | 4040 0712 X | 9729 | Le Flore | S.H. 63 | CREEK | 4040 0712 X | (3) 10ft. X 6ft. X 36ft. RCB | 1941 | 34.71579444 | -94.92874722 | 34 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.8 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9375 BRKEY
9729 NBI No.
9729 On Under
1 Structure No.
4040 0712 X Control No.
040 Lane Ind.
Milepoint
07120 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
7.12 E JCT US-271 Sufficiency
86.8 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1941 ADT Total
2200 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.8 HS Inv. Rating Method
1 HS Inv. Method
26.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
11.2 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
09729 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0712 X H Index
98.35 Latitude
34:42:56.86 Longitude
-94:55:43.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118 NBI Text
09729 Vault Link
http://plansrv1/bridgemaintvault/b09729 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
34.71579444 Longitude DD
-94.92874722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9375 x
-10567419.8021738 y
4125325.50382045 |
|||||||||||||||||||||||||||||||||||||
| 09728 | 4040 0705 X | 9728 | Le Flore | S.H. 63 | CREEK | 4040 0705 X | (3) 10ft. X 6ft. X 36ft. RCB | 1941 | 34.71631111 | -94.92974167 | 34 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.8 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9374 BRKEY
9728 NBI No.
9728 On Under
1 Structure No.
4040 0705 X Control No.
040 Lane Ind.
Milepoint
07050 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
7.05 E JCT US-271 Sufficiency
86.8 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1941 ADT Total
2200 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.8 HS Inv. Rating Method
1 HS Inv. Method
26.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
11.2 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
09728 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0705 X H Index
98.35 Latitude
34:42:58.72 Longitude
-94:55:47.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
117 NBI Text
09728 Vault Link
http://plansrv1/bridgemaintvault/b09728 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
34.71631111 Longitude DD
-94.92974167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9374 x
-10567530.5038414 y
4125395.47526213 |
|||||||||||||||||||||||||||||||||||||
| 09727 | 7708 0682 X | 9727 | Woodward | S.H. 15 | CREEK | 7708 0682 X | 3-10ft.X 9ft.X99.0ft. LG. R.C.BOX SK.60 DEG. | 1941 | 36.4315 | -99.499517 | 39.042 | 86.001 | — | 3 | 30 | 2 | 83.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9373 BRKEY
9727 NBI No.
9727 On Under
1 Structure No.
7708 0682 X Control No.
008 Lane Ind.
Milepoint
06820 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
153 Location
6.8 MI NE ELLIS C/L Sufficiency
78.8 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1941 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
83.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.683 HS Inv. Rating Method
1 HS Inv. Method
26.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
09727 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X99.0ft. LG. R.C.BOX SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7708 0682 X H Index
84.1361 Latitude
36:25:53.4 Longitude
-99:29:58.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09727 Vault Link
http://plansrv1/bridgemaintvault/b09727 GIS FO/SD
Meets Standards H Inv. Method
16.535 Latitude DD
36.4315 Longitude DD
-99.499517 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9373 x
-11076235.5666167 y
4360158.70318464 |
|||||||||||||||||||||||||||||||||||||
| 09537 | 0710R0010 X | 9537 | Bryan | U.S. 70 | UP R.R. UNDER | 0710 0010 X | 3(2-40ft. CONT.)(2-75ft. CONT.)40ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS | 1940 | 33.9971 | -96.37070833 | 432.087 | 36.001 | — | 8 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.2 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 12800 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
9363 BRKEY
9537 NBI No.
9537 On Under
1 Structure No.
0710R0010 X Control No.
010 Lane Ind.
Milepoint
00100 Facility Carried
U.S. 70 Feature Intersected
UP R.R. UNDER Division
02 County
013 Location
0.2 E JCT US 69 BUS Sufficiency
45.2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1940 ADT Total
12800 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
26.001 Ref. Underclearance Rt.
R Underclearance Right
12.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
432.087 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.
9 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.155 HS Inv. Rating Method
1 HS Inv. Method
30.093 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20480 Future ADT Year
2030 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
09537 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
3(2-40ft. CONT.)(2-75ft. CONT.)40ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0710 0010 X H Index
62.1007 Latitude
33:59:49.56 Longitude
-96:22:14.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
039 NBI Text
09537 Vault Link
http://plansrv1/bridgemaintvault/b09537 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
33.9971 Longitude DD
-96.37070833 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
9363 x
-10727938.1786827 y
4028412.63363447 |
|||||||||||||||||||||||||||||||||||||
| 09536 | 5228R0824 X | 9536 | Noble | U.S. 177 | SALT FORK ARK RIVER O'FL | 5228R0824 X | 10-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1901 | 36.58333333 | -97.07666667 | 400.919 | 28.999 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.9 | Fair (5) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
9362 BRKEY
9536 NBI No.
9536 On Under
1 Structure No.
5228R0824 X Control No.
028 Lane Ind.
Milepoint
08240 Facility Carried
U.S. 177 Feature Intersected
SALT FORK ARK RIVER O'FL Division
04 County
103 Location
8.3 MI N JCT SH15 W Sufficiency
39.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 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
1901 ADT Total
3400 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
10 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
400.919 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09536 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
10-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0824 X H Index
100 Latitude
36:35:00 Longitude
-97:04:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 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
09536 Vault Link
http://plansrv1/bridgemaintvault/b09536 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.58333333 Longitude DD
-97.07666667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9362 x
-10806525.1016127 y
4381186.87302491 |
|||||||||||||||||||||||||||||||||||||
| 09535 | 7236R0743 X | 9535 | Tulsa | S.H. 11 | HOMINY CREEK | 7236 0743 X | 160ft. HI. TRUSS & 4-6 | 1940 | 36.31531944 | -95.99154167 | 404.856 | 29.669 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.2 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5800 | 2015 | 2 | Unmatched |
|
Raw data
OBJECTID
9361 BRKEY
9535 NBI No.
9535 On Under
1 Structure No.
7236R0743 X Control No.
036 Lane Ind.
Milepoint
07430 Facility Carried
S.H. 11 Feature Intersected
HOMINY CREEK Division
08 County
143 Location
7.4 MI S WASH. C/L Sufficiency
30.2 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1940 ADT Total
5800 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
10 Length
404.856 Deck Width
29.669 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2035 Bypass Detour
29.825817 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
1501 Min Measured Clearance
1500 NBI Rating
09535 ODOT County
72 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
1.831 Rt. Curb SW
1.831 Description
160ft. HI. TRUSS & 4-6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7236 0743 X H Index
81.5832 Latitude
36:18:55.15 Longitude
-95:59:29.55 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
09535 Vault Link
http://plansrv1/bridgemaintvault/b09535 GIS FO/SD
SD H Inv. Method
18.8 Latitude DD
36.31531944 Longitude DD
-95.99154167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9361 x
-10685729.5391657 y
4344096.03355279 |
|||||||||||||||||||||||||||||||||||||
| 09439 | 2712R1809 X | 9439 | Grant | S.H. 11 | COTTONWOOD CREEK | 2712 1809 X | 30ft.-50ft.-30ft. I-BM. SPANS W/ 2.5ft. SIDEWALKS & BC TYPE RAILS | 1940 | 36.81060278 | -97.780925 | 110.892 | 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) | 42.4 | 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 | 1100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
9355 BRKEY
9439 NBI No.
9439 On Under
1 Structure No.
2712R1809 X Control No.
012 Lane Ind.
Milepoint
18090 Facility Carried
S.H. 11 Feature Intersected
COTTONWOOD CREEK Division
04 County
053 Location
2.6 MI W JCT US 81 Sufficiency
42.4 Kind Hwy
3 Level Service
1 Route No.
00011 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
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
1100 ADT Year
2015 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
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.2 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2035 Bypass Detour
36.039529 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
9999 Min Measured Clearance
9999 NBI Rating
09439 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
2.5 Rt. Curb SW
2.5 Description
30ft.-50ft.-30ft. I-BM. SPANS W/ 2.5ft. SIDEWALKS & BC TYPE RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2712 1809 X H Index
74.6625 Latitude
36:48:38.17 Longitude
-97:46:51.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
09439 Vault Link
http://plansrv1/bridgemaintvault/b09439 GIS FO/SD
SD H Inv. Method
19.6 Latitude DD
36.81060278 Longitude DD
-97.780925 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9355 x
-10884922.7802953 y
4412740.03482731 |
|||||||||||||||||||||||||||||||||||||
| 09726 | 4006 0680 X | 9726 | Le Flore | U.S. 59 | CREEK | 4006 0680 X | (3) 10ft. X 11ft. X 152ft. RCB | 1941 | 35.11541944 | -94.65012222 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9354 BRKEY
9726 NBI No.
9726 On Under
1 Structure No.
4006 0680 X Control No.
006 Lane Ind.
Milepoint
06800 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
6.80 N JCT US-271 Sufficiency
62.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
1941 ADT Total
12200 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
4 Fill RCB
4 Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.9 HS Inv. Rating Method
1 HS Inv. Method
26.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19520 Future ADT Year
2042 Bypass Detour
12.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09726 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 11ft. X 152ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0680 X H Index
98.68 Latitude
35:06:55.51 Longitude
-94:39:00.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
09726 Vault Link
http://plansrv1/bridgemaintvault/b09726 GIS FO/SD
Meets Standards H Inv. Method
16.9 Latitude DD
35.11541944 Longitude DD
-94.65012222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9354 x
-10536403.4090515 y
4179577.26809899 |
|||||||||||||||||||||||||||||||||||||
| 09725 | 4916 0669 X | 9725 | Mayes | S.H. 28 | CREEK | 4916 0669 X | 3-10ft. X 5ft. X 140ft. R. | 1941 | 36.45226667 | -95.15862222 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.5 | Fair (5) | 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 | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9353 BRKEY
9725 NBI No.
9725 On Under
1 Structure No.
4916 0669 X Control No.
016 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
097 Location
6.9 MI E JCT US 69 Sufficiency
66.5 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
4900 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
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
31.999919 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
09725 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 140ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4916 0669 X H Index
98.4285 Latitude
36:27:08.16 Longitude
-95:09:31.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09725 Vault Link
http://plansrv1/bridgemaintvault/b09725 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.45226667 Longitude DD
-95.15862222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9353 x
-10593009.3701199 y
4363032.35228386 |
|||||||||||||||||||||||||||||||||||||
| 09724 | 1514 0665 X | 9724 | Coal | S.H. 43 | CREEK | 1514 0665 X | 3-10ft.X10ft.X36ft. RC BOX | 1941 | 34.53498611 | -96.10140833 | 39.042 | 27.999 | — | 3 | 30 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9352 BRKEY
9724 NBI No.
9724 On Under
1 Structure No.
1514 0665 X Control No.
014 Lane Ind.
Milepoint
06650 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
03 County
029 Location
6.8 MI E US75 Sufficiency
87.3 Kind Hwy
3 Level Service
1 Route No.
00043 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
1941 ADT Total
1100 ADT Year
2022 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
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
27.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.4 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
22.990734 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
09724 ODOT County
15 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
3-10ft.X10ft.X36ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1514 0665 X H Index
94.72 Latitude
34:32:05.95 Longitude
-96:06:05.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09724 Vault Link
http://plansrv1/bridgemaintvault/b09724 GIS FO/SD
Meets Standards H Inv. Method
17.7 Latitude DD
34.53498611 Longitude DD
-96.10140833 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9352 x
-10697959.8398121 y
4100865.80887726 |
|||||||||||||||||||||||||||||||||||||
| 09723 | 0527 0555 X | 9723 | Beckham | S.H. 152 | CREEK | 0527 0635 X | 2-10ft.X10ft.X30ft. RDY. R.C.B., SK. 45 DEG. R.F. | 1941 | 35.42211667 | -99.86614722 | 32.152 | 32.001 | — | 2 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.3 | Fair (5) | 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 | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9351 BRKEY
9723 NBI No.
9723 On Under
1 Structure No.
0527 0555 X Control No.
027 Lane Ind.
Milepoint
05550 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
009 Location
2.6 MI E JCT S.H. 30 Sufficiency
74.3 Kind Hwy
3 Level Service
1 Route No.
00152 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
07 - Major Collector (Rural) Year Built
1941 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
40.455 HS Inv. Rating Method
1 HS Inv. Method
24.251 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
31.068559 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
09723 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X30ft. RDY. R.C.B., SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0527 0635 X H Index
96.8447 Latitude
35:25:19.62 Longitude
-99:51:58.13 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
-1 NBI Text
09723 Vault Link
http://plansrv1/bridgemaintvault/b09723 GIS FO/SD
Meets Standards H Inv. Method
18.298 Latitude DD
35.42211667 Longitude DD
-99.86614722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9351 x
-11117048.6560165 y
4221394.10706331 |
|||||||||||||||||||||||||||||||||||||
| 09722 | 2512 0634 X | 9722 | Garvin | S.H. 19 | CREEK | 2512 0634 X | 3-10ft.X10ft.X39ft. RDY R.C.BOX WITH HANDRAILS | 1941 | 34.79664444 | -97.14193333 | 34.121 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 55.5 | Fair (5) | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9350 BRKEY
9722 NBI No.
9722 On Under
1 Structure No.
2512 0634 X Control No.
012 Lane Ind.
Milepoint
06340 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
6.6 MI E JCT US 77 Sufficiency
55.5 Kind Hwy
3 Level Service
1 Route No.
00019 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
1941 ADT Total
2400 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
34.121 Deck Width
23.999 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
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
31.068559 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
09722 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
3-10ft.X10ft.X39ft. RDY R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2512 0634 X H Index
97.36 Latitude
34:47:47.92 Longitude
-97:08:30.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09722 Vault Link
http://plansrv1/bridgemaintvault/b09722 GIS FO/SD
FO H Inv. Method
13.8 Latitude DD
34.79664444 Longitude DD
-97.14193333 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9350 x
-10813790.5529697 y
4136280.1605362 |
|||||||||||||||||||||||||||||||||||||
| 09721 | 2512 0586 X | 9721 | Garvin | S.H. 19 | CREEK | 2512 0586 X | 3-10ft.X 10ft.X 37ft. RDY | 1941 | 34.79665278 | -97.15065833 | 39.042 | 23.999 | — | 3 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 55.5 | Fair (5) | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9349 BRKEY
9721 NBI No.
9721 On Under
1 Structure No.
2512 0586 X Control No.
012 Lane Ind.
Milepoint
05860 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
6 MI E JCT US 77 Sufficiency
55.5 Kind Hwy
3 Level Service
1 Route No.
00019 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
06 - Minor Arterial (Rural) Year Built
1941 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
30 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
39.042 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
31.068559 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
09721 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
3-10ft.X 10ft.X 37ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2512 0586 X H Index
94.2947 Latitude
34:47:47.95 Longitude
-97:09:02.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09721 Vault Link
http://plansrv1/bridgemaintvault/b09721 GIS FO/SD
FO H Inv. Method
13.8 Latitude DD
34.79665278 Longitude DD
-97.15065833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9349 x
-10814761.8155269 y
4136281.29110638 |
|||||||||||||||||||||||||||||||||||||
| 09534 | 2618R0452 X | 9534 | Grady | S.H. 19 | LITTLE WASHITA RIVER | 2618R0452 X | 100ft. PONY TRUSS & 6-40ft. I-BM. SPANS | 1940 | 34.97333333 | -97.87 | 345.144 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.1 | Poor (4) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3440 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
9342 BRKEY
9534 NBI No.
9534 On Under
1 Structure No.
2618R0452 X Control No.
018 Lane Ind.
Milepoint
04520 Facility Carried
S.H. 19 Feature Intersected
LITTLE WASHITA RIVER Division
07 County
051 Location
4.7 MI E US81 Sufficiency
29.1 Kind Hwy
3 Level Service
1 Route No.
00019 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
1940 ADT Total
3440 ADT Year
2001 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
345.144 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2600 Future ADT Year
2018 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09534 ODOT County
26 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
100ft. PONY TRUSS & 6-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2618R0452 X H Index
75.4854 Latitude
34:58:24 Longitude
-97:52:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 19 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53 NBI Text
09534 Vault Link
http://plansrv1/bridgemaintvault/b09534 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
34.97333333 Longitude DD
-97.87 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9342 x
-10894838.5639377 y
4160257.84036774 |
|||||||||||||||||||||||||||||||||||||
| 09533 | 3712R1610 X | 9533 | Kingfisher | S.H. 51 | TURKEY CREEK | 3712 1610 X | 2-100ft. PONY TRUSS & | 1940 | 36.11680556 | -97.92614722 | 330.052 | 28.999 | — | 2 | 35 | 2 | 24.199 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.4 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
9341 BRKEY
9533 NBI No.
9533 On Under
1 Structure No.
3712R1610 X Control No.
012 Lane Ind.
Milepoint
16100 Facility Carried
S.H. 51 Feature Intersected
TURKEY CREEK Division
04 County
073 Location
1.6 MI W JCT US 81 Sufficiency
43.4 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24.199 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
1940 ADT Total
2800 ADT Year
2014 Design Load
H 20 Skew
35 No. Main Spans
2 Road Width
24.199 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
330.052 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.7 HS Inv. Rating Method
1 HS Inv. Method
30.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2034 Bypass Detour
44.738726 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
09533 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
2-100ft. PONY TRUSS & Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3712 1610 X H Index
73.4228 Latitude
36:07:00.5 Longitude
-97:55:34.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09533 Vault Link
http://plansrv1/bridgemaintvault/b09533 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.11680556 Longitude DD
-97.92614722 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9341 x
-10901088.8438775 y
4316705.56268402 |
|||||||||||||||||||||||||||||||||||||
| 09530 | 3212R0844 X | 9530 | Hughes | S.H. 9 | LITTLE WEWOKA CR O'FLOW | 3212 0844 X | 7-40ft. I-BM SPANS | 1940 | 35.23166667 | -96.29333333 | 280.84 | 28.871 | — | 7 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 4 | Critical (2) | Critical (2) | Critical (2) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
9338 BRKEY
9530 NBI No.
9530 On Under
1 Structure No.
3212R0844 X Control No.
012 Lane Ind.
Milepoint
08440 Facility Carried
S.H. 9 Feature Intersected
LITTLE WEWOKA CR O'FLOW Division
03 County
063 Location
8.5 MI E SEMINOLE CO Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
9 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
1940 ADT Total
1500 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
7 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
3 - Steel Design
02 Length
280.84 Deck Width
28.871 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
2 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
30.203 HS Inv. Rating Method
1 HS Inv. Method
10.031 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2024 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
10NANA 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
09530 ODOT County
32 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
7-40ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3212 0844 X H Index
65.8813 Latitude
35:13:54 Longitude
-96:17:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 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
09530 Vault Link
http://plansrv1/bridgemaintvault/b09530 GIS FO/SD
SD H Inv. Method
21.275 Latitude DD
35.23166667 Longitude DD
-96.29333333 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9338 x
-10719324.8330826 y
4195408.45597204 |
|||||||||||||||||||||||||||||||||||||
| 09529 | 5712R0189 X | 9529 | Osage | S.H. 18 | SALT CREEK | 5712 0189 X | 160ft. HI. TRUSS & 2-6 | 1940 | 36.531194 | -96.71935 | 285.105 | 27.5 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.5 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
9337 BRKEY
9529 NBI No.
9529 On Under
1 Structure No.
5712R0189 X Control No.
012 Lane Ind.
Milepoint
01890 Facility Carried
S.H. 18 Feature Intersected
SALT CREEK Division
08 County
113 Location
2.0 MI.N.PAWNEE CL Sufficiency
35.5 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1940 ADT Total
1400 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
285.105 Deck Width
27.5 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
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.8 HS Inv. Rating Method
1 HS Inv. Method
31.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2039 Bypass Detour
57.787521 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1508 Min Measured Clearance
1502 NBI Rating
09529 ODOT County
57 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
1.749 Rt. Curb SW
1.749 Description
160ft. HI. TRUSS & 2-6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5712 0189 X H Index
70.386 Latitude
36:31:52.3 Longitude
-96:43:09.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
4 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09529 Vault Link
http://plansrv1/bridgemaintvault/b09529 GIS FO/SD
SD H Inv. Method
20.7 Latitude DD
36.531194 Longitude DD
-96.71935 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9337 x
-10766748.7918564 y
4373961.18040626 |
|||||||||||||||||||||||||||||||||||||
| 09438 | 7236R1527 X | 9438 | Tulsa | S.H. 11 | FLAT ROCK CREEK | 7236 1527 X | 30ft.-50ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1940 | 36.21341944 | -95.97565278 | 110.892 | 55 | — | 3 | 0 | 4 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37.8 | Poor (4) | Satisfactory (6) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 8100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
9336 BRKEY
9438 NBI No.
9438 On Under
1 Structure No.
7236R1527 X Control No.
036 Lane Ind.
Milepoint
15270 Facility Carried
S.H. 11 Feature Intersected
FLAT ROCK CREEK Division
08 County
143 Location
15.2 MI S WASH. C/L Sufficiency
37.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1940 ADT Total
8100 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
55 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
6 Super Rating
5 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.3 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2034 Bypass Detour
29.825817 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
09438 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-50ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7236 1527 X H Index
89.2095 Latitude
36:12:48.31 Longitude
-95:58:32.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
09438 Vault Link
http://plansrv1/bridgemaintvault/b09438 GIS FO/SD
SD H Inv. Method
20.1 Latitude DD
36.21341944 Longitude DD
-95.97565278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
9336 x
-10683960.7960216 y
4330027.43436707 |
|||||||||||||||||||||||||||||||||||||
| 09437 | 3418R1006 X | 9437 | Jefferson | S.H. 89 | POST OAK CREEK | 3418 1006 X | 30ft. - 50ft. - 30ft. I-BEAM SPANS | 1940 | 34.12444722 | -97.58164167 | 110.892 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.1 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 510 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
9335 BRKEY
9437 NBI No.
9437 On Under
1 Structure No.
3418R1006 X Control No.
018 Lane Ind.
Milepoint
10060 Facility Carried
S.H. 89 Feature Intersected
POST OAK CREEK Division
07 County
067 Location
10.1 MI N JCT SH32 Sufficiency
52.1 Kind Hwy
3 Level Service
1 Route No.
00089 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
1940 ADT Total
510 ADT Year
2014 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
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.147 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2034 Bypass Detour
36.039529 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
09437 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft. - 50ft. - 30ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3418 1006 X H Index
64.9663 Latitude
34:07:28.01 Longitude
-97:34:53.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 89 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
052 NBI Text
09437 Vault Link
http://plansrv1/bridgemaintvault/b09437 GIS FO/SD
SD H Inv. Method
21.164 Latitude DD
34.12444722 Longitude DD
-97.58164167 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9335 x
-10862738.6614761 y
4045524.51297998 |
|||||||||||||||||||||||||||||||||||||
| 09436 | 4104R0755 X | 9436 | Lincoln | U.S. 62 | ROBINSON CREEK | 4104R0755 X | 30ft.-50ft.-30ft. I-BM SPA | 1940 | 35.5 | -96.76333333 | 110.892 | 30.84 | — | 3 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 6.9 | Serious (3) | Critical (2) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2900 | 1998 | 5 | Unmatched |
|
Raw data
OBJECTID
9334 BRKEY
9436 NBI No.
9436 On Under
1 Structure No.
4104R0755 X Control No.
004 Lane Ind.
Milepoint
07550 Facility Carried
U.S. 62 Feature Intersected
ROBINSON CREEK Division
03 County
081 Location
7.6 MI E JCT SH 18 Sufficiency
6.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
2900 ADT Year
1998 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
34.121 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 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.
7 Deck Rating
2 Super Rating
3 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3222 Future ADT Year
2018 Bypass Detour
29.825817 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
09436 ODOT County
41 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.-50ft.-30ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4104R0755 X H Index
39.2771 Latitude
35:30:00 Longitude
-96:45:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 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
09436 Vault Link
http://plansrv1/bridgemaintvault/b09436 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.5 Longitude DD
-96.76333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9334 x
-10771644.9937554 y
4232038.46239888 |
|||||||||||||||||||||||||||||||||||||
| 09435 | 6912R0642 X | 9435 | Stephens | S.H. 29 | CLEAR CREEK | 6912 0642 X | 30ft.-50ft.-30ft. I-BM. SPANS SK. 30 DEG. | 1940 | 34.637956 | -97.850128 | 111.9 | 28.999 | — | 3 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.5 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
9333 BRKEY
9435 NBI No.
9435 On Under
1 Structure No.
6912R0642 X Control No.
012 Lane Ind.
Milepoint
06420 Facility Carried
S.H. 29 Feature Intersected
CLEAR CREEK Division
07 County
137 Location
6.5 MI E JCT US 81 Sufficiency
55.5 Kind Hwy
3 Level Service
1 Route No.
00029 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
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
2300 ADT Year
2018 Design Load
H 15 Skew
30 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
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
111.9 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.3 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2038 Bypass Detour
47.2 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
09435 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BM. SPANS SK. 30 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6912 0642 X H Index
97.2979 Latitude
34:38:16.64 Longitude
-97:51:00.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19 NBI Text
09435 Vault Link
http://plansrv1/bridgemaintvault/b09435 GIS FO/SD
FO H Inv. Method
17.9 Latitude DD
34.637956 Longitude DD
-97.850128 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9333 x
-10892626.4230166 y
4114789.00877427 |
|||||||||||||||||||||||||||||||||||||
| 09434 | 2206 0285 X | 9434 | Dewey | U.S. 60 | SEILING CREEK | 2206 0285 X | 30ft.-50ft.-30ft. I-BEAM SPANS, SK. 30 DEG. L.F. | 1940 | 36.15933889 | -98.92061111 | 112.969 | 30 | — | 3 | 30 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9332 BRKEY
9434 NBI No.
9434 On Under
1 Structure No.
2206 0285 X Control No.
006 Lane Ind.
Milepoint
02850 Facility Carried
U.S. 60 Feature Intersected
SEILING CREEK Division
05 County
043 Location
0.5 MI N U.S. 270 Sufficiency
81 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 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
1940 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
28.002 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
3 - Steel Design
02 Length
112.969 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
8 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09434 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2206 0285 X H Index
80.8502 Latitude
36:09:33.62 Longitude
-98:55:14.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
09434 Vault Link
http://plansrv1/bridgemaintvault/b09434 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.15933889 Longitude DD
-98.92061111 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9332 x
-11011792.0577246 y
4322568.36537851 |
|||||||||||||||||||||||||||||||||||||
| 09433 | 4616R0238 X | 9433 | McIntosh | S.H. 52 | CHISHOLM CREEK | 4616 0238 X | 30ft. - 50ft. - 30ft. I-BEAM | 1940 | 35.236456 | -95.884186 | 112.001 | 27.5 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.1 | Poor (4) | Fair (5) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
9331 BRKEY
9433 NBI No.
9433 On Under
1 Structure No.
4616R0238 X Control No.
016 Lane Ind.
Milepoint
02380 Facility Carried
S.H. 52 Feature Intersected
CHISHOLM CREEK Division
01 County
091 Location
1.7 S JCT SH-9 Sufficiency
48.1 Kind Hwy
3 Level Service
1 Route No.
00052 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
1940 ADT Total
480 ADT Year
2019 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
112.001 Deck Width
27.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.2 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2039 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09433 ODOT County
46 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
1.749 Rt. Curb SW
1.749 Description
30ft. - 50ft. - 30ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4616 0238 X H Index
88.8098 Latitude
35:14:11.24 Longitude
-95:53:03.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 52 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0238 NBI Text
09433 Vault Link
http://plansrv1/bridgemaintvault/b09433 GIS FO/SD
SD H Inv. Method
18.5 Latitude DD
35.236456 Longitude DD
-95.884186 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9331 x
-10673778.7606475 y
4196061.17931031 |
|||||||||||||||||||||||||||||||||||||
| 09720 | 3106 0247 X | 9720 | Haskell | S.H. 9 | BROKEN CREEK | 3106 0247 X | (3) 10ft. X 6ft. X 34ft. LONG RCB | 1941 | 35.21448611 | -95.41386944 | 33.999 | 34 | — | 3 | 0 | 2 | 34 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.1 | Fair (5) | 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 | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9330 BRKEY
9720 NBI No.
9720 On Under
1 Structure No.
3106 0247 X Control No.
006 Lane Ind.
Milepoint
02470 Facility Carried
S.H. 9 Feature Intersected
BROKEN CREEK Division
01 County
061 Location
2.5 E PITTSBURG C/L Sufficiency
80.1 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.999 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
1941 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
34 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
34 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
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09720 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 34ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3106 0247 X H Index
96.8333 Latitude
35:12:52.15 Longitude
-95:24:49.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0247 NBI Text
09720 Vault Link
http://plansrv1/bridgemaintvault/b09720 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.21448611 Longitude DD
-95.41386944 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9330 x
-10621423.3606767 y
4193067.28625076 |
|||||||||||||||||||||||||||||||||||||
| 09719 | 4006 0223 X | 9719 | Le Flore | U.S. 59 | TOWN CREEK | 4006 0223 X | (12ft. - 14ft. - 12ft.) X 11ft. X 58ft. RCB SK 30° | 1941 | 35.05881944 | -94.62016944 | 48.501 | 57.999 | — | 3 | 30 | 4 | 52 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 17700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9329 BRKEY
9719 NBI No.
9719 On Under
1 Structure No.
4006 0223 X Control No.
006 Lane Ind.
Milepoint
02230 Facility Carried
U.S. 59 Feature Intersected
TOWN CREEK Division
02 County
079 Location
2.23 N JCT US-271 Sufficiency
58.5 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52 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
1941 ADT Total
17700 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
48.501 Deck Width
57.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 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
46.3 HS Inv. Rating Method
1 HS Inv. Method
27.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28320 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09719 ODOT County
40 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
2.999 Rt. Curb SW
2.999 Description
(12ft. - 14ft. - 12ft.) X 11ft. X 58ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0223 X H Index
97.5406 Latitude
35:03:31.75 Longitude
-94:37:12.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
09719 Vault Link
http://plansrv1/bridgemaintvault/b09719 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
35.05881944 Longitude DD
-94.62016944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9329 x
-10533069.0808341 y
4171877.34670831 |
|||||||||||||||||||||||||||||||||||||
| 09718 | 4040 0009 X | 9718 | Le Flore | S.H. 63 | CREEK | 4040 0009 X | (3) 10ft. X 4ft. X 41ft. RCB | 1941 | 34.74378056 | -95.04111111 | 34 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9328 BRKEY
9718 NBI No.
9718 On Under
1 Structure No.
4040 0009 X Control No.
040 Lane Ind.
Milepoint
00090 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
0.09 E JCT US-271 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41 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
1941 ADT Total
2200 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
3 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
66.7 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
1.864114 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
09718 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 4ft. X 41ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0009 X H Index
92.74 Latitude
34:44:37.61 Longitude
-95:02:28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110 NBI Text
09718 Vault Link
http://plansrv1/bridgemaintvault/b09718 GIS FO/SD
Meets Standards H Inv. Method
22.2 Latitude DD
34.74378056 Longitude DD
-95.04111111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9328 x
-10579928.0931921 y
4129116.2301015 |
|||||||||||||||||||||||||||||||||||||
| 09527 | 3912R0219 X | 9527 | Latimer | S.H. 1 | GAINES CREEK | 3912R0219 X | 100ft. PONY TRUSS,60ft., | 1940 | 34.81166667 | -95.44833333 | 267.06 | 25 | — | 1 | 37 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.9 | Poor (4) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1430 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
9317 BRKEY
9527 NBI No.
9527 On Under
1 Structure No.
3912R0219 X Control No.
012 Lane Ind.
Milepoint
02190 Facility Carried
S.H. 1 Feature Intersected
GAINES CREEK Division
02 County
077 Location
2.2 MI E PITT. CO Sufficiency
49.9 Kind Hwy
3 Level Service
1 Route No.
00001 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
1940 ADT Total
1430 ADT Year
2001 Design Load
H 15 Skew
37 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
267.06 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2018 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09527 ODOT County
39 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
100ft. PONY TRUSS,60ft., Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3912R0219 X H Index
67.3589 Latitude
34:48:42 Longitude
-95:26:54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 1 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36 NBI Text
09527 Vault Link
http://plansrv1/bridgemaintvault/b09527 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
34.81166667 Longitude DD
-95.44833333 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9317 x
-10625259.8633622 y
4138316.75911033 |
|||||||||||||||||||||||||||||||||||||
| 09526 | 4120R0053 X | 9526 | Lincoln | U.S. 177 | DEEP FORK RIVER | 4120 0053 X | 100ft. PONY TRUSS,2-60ft.,40ft. I-BM. SPANS SK. 55 DEG. 38ft. 14ft. | 1940 | 35.68868056 | -97.01721111 | 267.06 | 24.934 | — | 1 | 34 | 2 | 23.95 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.9 | 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 | 2400 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
9316 BRKEY
9526 NBI No.
9526 On Under
1 Structure No.
4120R0053 X Control No.
020 Lane Ind.
Milepoint
00530 Facility Carried
U.S. 177 Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
0.6 MI N JCT SH 66 Sufficiency
33.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1940 ADT Total
2400 ADT Year
2010 Design Load
H 15 Skew
34 No. Main Spans
1 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
267.06 Deck Width
24.934 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 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
1 HS Operating Rating
46.958 HS Inv. Rating Method
1 HS Inv. Method
28.219 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2030 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
09526 ODOT County
41 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
100ft. PONY TRUSS,2-60ft.,40ft. I-BM. SPANS SK. 55 DEG. 38ft. 14ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4120 0053 X H Index
63.6127 Latitude
35:41:19.25 Longitude
-97:01:01.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
4 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09526 Vault Link
http://plansrv1/bridgemaintvault/b09526 GIS FO/SD
SD H Inv. Method
17.306 Latitude DD
35.68868056 Longitude DD
-97.01721111 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9316 x
-10799906.5389487 y
4257868.41964132 |
|||||||||||||||||||||||||||||||||||||
| 09523 | 2712R1470 X | 9523 | Grant | S.H. 11 | POND CREEK | 2712 1470 X | 100ft. TRUSS & 2-60ft. I | 1940 | 36.810575 | -97.84258611 | 227.034 | 28.999 | — | 1 | 33 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15 | Serious (3) | Fair (5) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
9313 BRKEY
9523 NBI No.
9523 On Under
1 Structure No.
2712R1470 X Control No.
012 Lane Ind.
Milepoint
14700 Facility Carried
S.H. 11 Feature Intersected
POND CREEK Division
04 County
053 Location
14.9 MI E ALFALFA CO Sufficiency
15 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
1100 ADT Year
2015 Design Load
H 20 Skew
33 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
227.034 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
3 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.6 HS Inv. Rating Method
1 HS Inv. Method
23.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2035 Bypass Detour
36.039529 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
09523 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.
8 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
100ft. TRUSS & 2-60ft. I Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2712 1470 X H Index
61.9684 Latitude
36:48:38.07 Longitude
-97:50:33.31 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09523 Vault Link
http://plansrv1/bridgemaintvault/b09523 GIS FO/SD
SD H Inv. Method
15 Latitude DD
36.810575 Longitude DD
-97.84258611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9313 x
-10891786.8636622 y
4412736.17225463 |
|||||||||||||||||||||||||||||||||||||
| 09432 | 0720 2661 X | 9432 | Bryan | K R.R. | S.H. 78 UNDER | 0720 2661 X | 35ft. - 42ft. - 35ft. I-BEAM | 1940 | 33.98778611 | -96.37055556 | 111.877 | 8.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 16 - Minor Arterial (Urban) | H | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9312 BRKEY
9432 NBI No.
9432 On Under
2 Structure No.
0720 2661 X Control No.
020 Lane Ind.
Milepoint
26610 Facility Carried
K R.R. Feature Intersected
S.H. 78 UNDER Division
02 County
013 Location
26.61 N & W TX S/L Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.9 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1940 ADT Total
3300 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 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
111.877 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
5280 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1303 Max Measured Clearance
1403 Min Measured Clearance
1308 NBI Rating
09432 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. - 42ft. - 35ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0720 2661 X H Index
-1 Latitude
33:59:16.03 Longitude
-96:22:14 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 78 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
081 NBI Text
09432 Vault Link
http://plansrv1/bridgemaintvault/b09432 GIS FO/SD
FO H Inv. Method
0 Latitude DD
33.98778611 Longitude DD
-96.37055556 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
9312 x
-10727921.1724041 y
4027162.1170028 |
|||||||||||||||||||||||||||||||||||||
| 09517 | 3912R0550 X | 9517 | Latimer | S.H. 1 | GAINES CREEK | 3912 0550 X | 100ft. PONY TRUSS & 2- | 1940 | 34.81170278 | -95.42473333 | 205.052 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.8 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
9289 BRKEY
9517 NBI No.
9517 On Under
1 Structure No.
3912R0550 X Control No.
012 Lane Ind.
Milepoint
05500 Facility Carried
S.H. 1 Feature Intersected
GAINES CREEK Division
02 County
077 Location
5.5 MI E PITT. CO. Sufficiency
45.8 Kind Hwy
3 Level Service
1 Route No.
00001 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
1940 ADT Total
1400 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 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
10 Length
205.052 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.038 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2028 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09517 ODOT County
39 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
100ft. PONY TRUSS & 2- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3912 0550 X H Index
65.4005 Latitude
34:48:42.13 Longitude
-95:25:29.04 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
038 NBI Text
09517 Vault Link
http://plansrv1/bridgemaintvault/b09517 GIS FO/SD
Meets Standards H Inv. Method
13.999 Latitude DD
34.81170278 Longitude DD
-95.42473333 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9289 x
-10622632.7233795 y
4138321.65507405 |
|||||||||||||||||||||||||||||||||||||
| 09424 | 0716 0340 X | 9424 | Bryan | S.H. 91 | SAND CREEK | 0716 0340 X | 30ft. - 40ft. - 30ft. I-BEAM | 1940 | 33.85291667 | -96.55011111 | 103.018 | 30 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.4 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9286 BRKEY
9424 NBI No.
9424 On Under
1 Structure No.
0716 0340 X Control No.
016 Lane Ind.
Milepoint
03400 Facility Carried
S.H. 91 Feature Intersected
SAND CREEK Division
02 County
013 Location
3.40 N & E TX S/L Sufficiency
83.4 Kind Hwy
3 Level Service
1 Route No.
00091 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
1940 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 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.
3 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 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
3360 Future ADT Year
2042 Bypass Detour
6.213712 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
09424 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 40ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0716 0340 X H Index
84.6253 Latitude
33:51:10.5 Longitude
-96:33:00.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 91 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
068 NBI Text
09424 Vault Link
http://plansrv1/bridgemaintvault/b09424 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
33.85291667 Longitude DD
-96.55011111 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9286 x
-10747909.2047992 y
4009069.38565366 |
|||||||||||||||||||||||||||||||||||||
| 09423 | 3916 0060 X | 9423 | Latimer | S.H. 1 | BOGGS HOLLOW CRK O'FLOW | 3916 0060 X | 40ft. - 60ft. - 40ft. I-BEAM | 1940 | 34.73136111 | -95.26975278 | 142.001 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9285 BRKEY
9423 NBI No.
9423 On Under
1 Structure No.
3916 0060 X Control No.
016 Lane Ind.
Milepoint
00600 Facility Carried
S.H. 1 Feature Intersected
BOGGS HOLLOW CRK O'FLOW Division
02 County
077 Location
0.60 E JCT SH-2 Sufficiency
64 Kind Hwy
3 Level Service
1 Route No.
00001 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
1940 ADT Total
2100 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
30 Span Type Main
M Material
3 - Steel Design
02 Length
142.001 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
3360 Future ADT Year
2042 Bypass Detour
31.689931 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
09423 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0060 X H Index
81.6832 Latitude
34:43:52.9 Longitude
-95:16:11.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
09423 Vault Link
http://plansrv1/bridgemaintvault/b09423 GIS FO/SD
FO H Inv. Method
21 Latitude DD
34.73136111 Longitude DD
-95.26975278 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9285 x
-10605380.3674707 y
4127433.85437619 |
|||||||||||||||||||||||||||||||||||||
| 09422 | 3916 0044 X | 9422 | Latimer | S.H. 1 | BOGGS HOLLOW CREEK | 3916 0044 X | 30ft. - 40ft. - 30ft. I-BEAM | 1940 | 34.73138056 | -95.27246944 | 102.001 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.5 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9284 BRKEY
9422 NBI No.
9422 On Under
1 Structure No.
3916 0044 X Control No.
016 Lane Ind.
Milepoint
00440 Facility Carried
S.H. 1 Feature Intersected
BOGGS HOLLOW CREEK Division
02 County
077 Location
0.44 E JCT SH-2 Sufficiency
65.5 Kind Hwy
3 Level Service
1 Route No.
00001 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
1940 ADT Total
2100 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
102.001 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
31.689931 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
09422 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft. - 40ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0044 X H Index
91.1631 Latitude
34:43:52.97 Longitude
-95:16:20.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
09422 Vault Link
http://plansrv1/bridgemaintvault/b09422 GIS FO/SD
FO H Inv. Method
17 Latitude DD
34.73138056 Longitude DD
-95.27246944 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9284 x
-10605682.7846785 y
4127436.4889335 |
|||||||||||||||||||||||||||||||||||||
| 09421 | 6222R0014 X | 9421 | Pontotoc | S.H. 59A | BIG CREEK | 6222R0014 X | 30ft.-40ft.-30ft. I-BM. TIMBER SPANS | 1940 | 34.88333333 | -96.93 | 102.034 | 23.999 | — | 3 | 0 | 2 | 22.999 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.4 | Critical (2) | Serious (3) | Critical (2) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
9283 BRKEY
9421 NBI No.
9421 On Under
1 Structure No.
6222R0014 X Control No.
022 Lane Ind.
Milepoint
00140 Facility Carried
S.H. 59A Feature Intersected
BIG CREEK Division
03 County
123 Location
0.2 MI E MCCLAIN C/L Sufficiency
16.4 Kind Hwy
3 Level Service
1 Route No.
0059A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.999 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
1940 ADT Total
600 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
22.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
102.034 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
2 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
13.889 HS Inv. Rating Method
2 HS Inv. Method
7.937 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
500 Future ADT Year
2017 Bypass Detour
1.242742 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09421 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
30ft.-40ft.-30ft. I-BM. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6222R0014 X H Index
100 Latitude
34:53:00 Longitude
-96:55:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 59A 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
09421 Vault Link
http://plansrv1/bridgemaintvault/b09421 GIS FO/SD
SD H Inv. Method
5.952 Latitude DD
34.88333333 Longitude DD
-96.93 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9283 x
-10790198.242592 y
4148037.89045537 |
|||||||||||||||||||||||||||||||||||||
| 09516 | 1708R0303 X | 9516 | Cotton | U.S. 277 | DEEP RED CREEK O'FLOW | 1708 0303 X | 5-40ft. I-BM SPANS WITH 2-18 INCH SAFETY CURBS | 1940 | 34.21777778 | -98.45277778 | 201.115 | 31.001 | — | 5 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | 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) | C | 600 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
9270 BRKEY
9516 NBI No.
9516 On Under
1 Structure No.
1708R0303 X Control No.
008 Lane Ind.
Milepoint
03030 Facility Carried
U.S. 277 Feature Intersected
DEEP RED CREEK O'FLOW Division
07 County
033 Location
2.9 N JCT US 70 Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
600 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
26.001 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
3 - Steel Design
02 Length
201.115 Deck Width
31.001 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.777 HS Inv. Rating Method
1 HS Inv. Method
33.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2036 Bypass Detour
34.796787 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
09516 ODOT County
17 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
1.499 Rt. Curb SW
1.499 Description
5-40ft. I-BM SPANS WITH 2-18 INCH SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708 0303 X H Index
95.9486 Latitude
34:13:04 Longitude
-98:27:10 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18 NBI Text
09516 Vault Link
http://plansrv1/bridgemaintvault/b09516 GIS FO/SD
Meets Standards H Inv. Method
23.7 Latitude DD
34.21777778 Longitude DD
-98.45277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9270 x
-10959713.0896529 y
4058081.88115381 |
|||||||||||||||||||||||||||||||||||||
| 09512 | 2712R1788 X | 9512 | Grant | S.H. 11 | OSAGE CREEK | 2712 1788 X | 3-60ft. I-BM. SPANS W/ 5ft.ft. HD CONC. OVERLAY & PARAPET RAILS | 1940 | 36.81056667 | -97.78461944 | 181.102 | 30.2 | — | 3 | 0 | 2 | 28.599 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55 | Poor (4) | Satisfactory (6) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
9266 BRKEY
9512 NBI No.
9512 On Under
1 Structure No.
2712R1788 X Control No.
012 Lane Ind.
Milepoint
17880 Facility Carried
S.H. 11 Feature Intersected
OSAGE CREEK Division
04 County
053 Location
8.1 MI E JCT SH 11A Sufficiency
55 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.599 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
1940 ADT Total
1100 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.599 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
3 - Steel Design
02 Length
181.102 Deck Width
30.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.273 HS Inv. Rating Method
1 HS Inv. Method
29.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2035 Bypass Detour
36.039529 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
9999 Min Measured Clearance
9999 NBI Rating
09512 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS W/ 5ft.ft. HD CONC. OVERLAY & PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2712 1788 X H Index
56.2965 Latitude
36:48:38.04 Longitude
-97:47:04.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
09512 Vault Link
http://plansrv1/bridgemaintvault/b09512 GIS FO/SD
SD H Inv. Method
23.589 Latitude DD
36.81056667 Longitude DD
-97.78461944 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9266 x
-10885334.0434748 y
4412735.01403927 |
|||||||||||||||||||||||||||||||||||||
| 09511 | 7236R1109 X | 9511 | Tulsa | S.H. 11 | DELAWARE CREEK | 7236 1109 X | 3-60ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1940 | 36.27361667 | -95.97371389 | 181.102 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 53.8 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 3000 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
9265 BRKEY
9511 NBI No.
9511 On Under
1 Structure No.
7236R1109 X Control No.
036 Lane Ind.
Milepoint
11090 Facility Carried
S.H. 11 Feature Intersected
DELAWARE CREEK Division
08 County
143 Location
11.0 MI S WASH. C/L Sufficiency
53.8 Kind Hwy
3 Level Service
1 Route No.
00011 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
16 - Minor Arterial (Urban) Year Built
1940 ADT Total
3000 ADT Year
2014 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
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
31.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.761 HS Inv. Rating Method
1 HS Inv. Method
34.723 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2034 Bypass Detour
29.825817 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
09511 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7236 1109 X H Index
91.9457 Latitude
36:16:25.02 Longitude
-95:58:25.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
09511 Vault Link
http://plansrv1/bridgemaintvault/b09511 GIS FO/SD
Meets Standards H Inv. Method
27.668 Latitude DD
36.27361667 Longitude DD
-95.97371389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
9265 x
-10683744.9597741 y
4338336.21319296 |
|||||||||||||||||||||||||||||||||||||
| 09510 | 1708R0353 X | 9510 | Cotton | U.S. 277 | DEEP RED CREEK O'FLOW | 1708 0353 X | 5-36ft. I-BM SPANS SK 30DEG. WITH 2-18 INCH SAFETY CURBS | 1940 | 34.225 | -98.45277778 | 182.087 | 31.001 | — | 5 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.3 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 600 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
9246 BRKEY
9510 NBI No.
9510 On Under
1 Structure No.
1708R0353 X Control No.
008 Lane Ind.
Milepoint
03530 Facility Carried
U.S. 277 Feature Intersected
DEEP RED CREEK O'FLOW Division
07 County
033 Location
3.5 MI N JCT US 70 Sufficiency
78.3 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
600 ADT Year
2016 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
26.001 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
3 - Steel Design
02 Length
182.087 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.131 HS Inv. Rating Method
1 HS Inv. Method
31.857 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2036 Bypass Detour
34.796787 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
09510 ODOT County
17 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
1.499 Rt. Curb SW
1.499 Description
5-36ft. I-BM SPANS SK 30DEG. WITH 2-18 INCH SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708 0353 X H Index
91.1849 Latitude
34:13:30 Longitude
-98:27:10 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
09510 Vault Link
http://plansrv1/bridgemaintvault/b09510 GIS FO/SD
Meets Standards H Inv. Method
21.385 Latitude DD
34.225 Longitude DD
-98.45277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9246 x
-10959713.0896529 y
4059054.19020555 |
|||||||||||||||||||||||||||||||||||||
| 09509 | 3916R0285 X | 9509 | Latimer | S.H. 1 | BUFFALO CREEK | 3916 0285 X | 100ft. PONY TRUSS & 2-40ft. I-BM. SPANS SK. 53 DEG.18ft. | 1940 | 34.73124722 | -95.23 | 187.008 | 26.001 | — | 1 | 37 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.8 | 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 | 2100 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
9245 BRKEY
9509 NBI No.
9509 On Under
1 Structure No.
3916R0285 X Control No.
016 Lane Ind.
Milepoint
02850 Facility Carried
S.H. 1 Feature Intersected
BUFFALO CREEK Division
02 County
077 Location
3 MI E JCT SH2 Sufficiency
45.8 Kind Hwy
3 Level Service
1 Route No.
00001 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
1940 ADT Total
2100 ADT Year
2017 Design Load
H 15 Skew
37 No. Main Spans
1 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
30 Span Type Main
M Material
3 - Steel Design
10 Length
187.008 Deck Width
26.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 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
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2037 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
09509 ODOT County
39 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
100ft. PONY TRUSS & 2-40ft. I-BM. SPANS SK. 53 DEG.18ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0285 X H Index
66.9349 Latitude
34:43:52.49 Longitude
-95:13:48 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46 NBI Text
09509 Vault Link
http://plansrv1/bridgemaintvault/b09509 GIS FO/SD
Meets Standards H Inv. Method
17.1 Latitude DD
34.73124722 Longitude DD
-95.23 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9245 x
-10600955.1082434 y
4127418.42766716 |
|||||||||||||||||||||||||||||||||||||
| 09508 | 6416 0145 X | 9508 | Pushmataha | S.H. 3 | DUMPLING CREEK | 6416 0145 X | 40ft. - 60ft. - 40ft. - 40ft. I-BEAM | 1940 | 34.22336944 | -95.58545556 | 180 | 31.001 | — | 4 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.2 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9244 BRKEY
9508 NBI No.
9508 On Under
1 Structure No.
6416 0145 X Control No.
016 Lane Ind.
Milepoint
01450 Facility Carried
S.H. 3 Feature Intersected
DUMPLING CREEK Division
02 County
127 Location
1.45 E JCT US-271 Sufficiency
65.2 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
1940 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
180 Deck Width
31.001 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
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.8 HS Inv. Rating Method
1 HS Inv. Method
38.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
42.253241 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
09508 ODOT County
64 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
2.5 Rt. Curb SW
2.5 Description
40ft. - 60ft. - 40ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 0145 X H Index
84.6261 Latitude
34:13:24.13 Longitude
-95:35:07.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
052 NBI Text
09508 Vault Link
http://plansrv1/bridgemaintvault/b09508 GIS FO/SD
FO H Inv. Method
30.9 Latitude DD
34.22336944 Longitude DD
-95.58545556 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9244 x
-10640524.2401823 y
4058834.66478723 |