ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 13239 | 3020R1022 X | 13239 | Harper | U.S. 283 | CIMARRON RIVER | 3020R1022 X | 27-50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1954 | 36.975 | -99.975 | 1351.05 | 31.001 | — | 27 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.3 | Critical (2) | Serious (3) | Critical (2) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 570 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12832 BRKEY
13239 NBI No.
13239 On Under
1 Structure No.
3020R1022 X Control No.
020 Lane Ind.
Milepoint
10220 Facility Carried
U.S. 283 Feature Intersected
CIMARRON RIVER Division
06 County
059 Location
10.4 MI N JCT US 64 Sufficiency
21.3 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1954 ADT Total
570 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
27 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
1351.05 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
2 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
27.778 HS Inv. Rating Method
2 HS Inv. Method
27.778 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
550 Future ADT Year
2017 Bypass Detour
75.185914 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
13239 ODOT County
30 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
27-50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3020R1022 X H Index
100 Latitude
36:58:30 Longitude
-99:58:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 283 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
13239 Vault Link
http://plansrv1/bridgemaintvault/b13239 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.975 Longitude DD
-99.975 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12832 x
-11129166.0920575 y
4435622.68229874 |
|||||||||||||||||||||||||||||||||||||
| 13238 | 6004R0454 X | 13238 | Payne | S.H. 18 | CIMARRON RIVER | 6004 0454 X | 2(4-100ft. CONT.) I-BM SPANS WITH 2-18ft. SAFETY CURBS | 1901 | 36.051525 | -96.76711667 | 904.856 | 30.84 | — | 8 | 0 | 2 | 27.887 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17.4 | Poor (4) | Critical (2) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
12831 BRKEY
13238 NBI No.
13238 On Under
1 Structure No.
6004R0454 X Control No.
004 Lane Ind.
Milepoint
04540 Facility Carried
S.H. 18 Feature Intersected
CIMARRON RIVER Division
04 County
119 Location
4.7 MI N JCT SH 33 Sufficiency
17.4 Kind Hwy
3 Level Service
1 Route No.
00018 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
1901 ADT Total
3300 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
904.856 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.
4 Deck Rating
2 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.195 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2024 Bypass Detour
26.718961 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
13238 ODOT County
60 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
2(4-100ft. CONT.) I-BM SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6004 0454 X H Index
45.0413 Latitude
36:03:05.49 Longitude
-96:46:01.62 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13238 Vault Link
http://plansrv1/bridgemaintvault/b13238 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.051525 Longitude DD
-96.76711667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12831 x
-10772066.1532377 y
4307713.45065384 |
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| 13237 | 5304R0382 X | 13237 | Nowata | U.S. 60 | VERDIGRIS RIVER | 5304 0382 X | 210ft. HIGH TRUSS & 5- | 1954 | 36.699236 | -95.560933 | 724.081 | 32.001 | — | 6 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31.5 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
12830 BRKEY
13237 NBI No.
13237 On Under
1 Structure No.
5304R0382 X Control No.
004 Lane Ind.
Milepoint
03820 Facility Carried
U.S. 60 Feature Intersected
VERDIGRIS RIVER Division
08 County
105 Location
3.8 MI E JCT US 169 Sufficiency
31.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1954 ADT Total
2200 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
6 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
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
724.081 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
6 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
46.848 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2036 Bypass Detour
16.777022 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1508 Min Measured Clearance
1508 NBI Rating
13237 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HIGH TRUSS & 5- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5304 0382 X H Index
78.8996 Latitude
36:41:57.25 Longitude
-95:33:39.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13237 Vault Link
http://plansrv1/bridgemaintvault/b13237 GIS FO/SD
SD H Inv. Method
11.023 Latitude DD
36.699236 Longitude DD
-95.560933 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12830 x
-10637794.4012901 y
4397266.67031428 |
|||||||||||||||||||||||||||||||||||||
| 13236 | 4924 0420 X | 13236 | Mayes | S.H. 69A | PRYOR CREEK | 4924 0420 X | 50ft.(80ft.-100ft.-80ft. CON | 1954 | 36.24930833 | -95.26117778 | 360 | 34 | — | 3 | 30 | 2 | 32 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12829 BRKEY
13236 NBI No.
13236 On Under
1 Structure No.
4924 0420 X Control No.
024 Lane Ind.
Milepoint
04200 Facility Carried
S.H. 69A Feature Intersected
PRYOR CREEK Division
08 County
097 Location
4.2 MI E JCT US 69 Sufficiency
83.8 Kind Hwy
3 Level Service
2 Route No.
0069A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1954 ADT Total
5100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
24 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
360 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8160 Future ADT Year
2042 Bypass Detour
19.262507 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
13236 ODOT County
49 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
50ft.(80ft.-100ft.-80ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4924 0420 X H Index
94.8325 Latitude
36:14:57.51 Longitude
-95:15:40.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 69A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
13236 Vault Link
http://plansrv1/bridgemaintvault/b13236 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.24930833 Longitude DD
-95.26117778 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12829 x
-10604425.8028371 y
4334980.26151329 |
|||||||||||||||||||||||||||||||||||||
| 13235 | 1028R0276 X | 13235 | Carter | S.H. 76 | WILD HORSE CREEK | 1028 0276 X | 50ft.(64ft.-80ft.-64ft. CONT | 1954 | 34.48916667 | -97.50937222 | 312.008 | 31.001 | — | 3 | 30 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57 | 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 | 1700 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12828 BRKEY
13235 NBI No.
13235 On Under
1 Structure No.
1028R0276 X Control No.
028 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 76 Feature Intersected
WILD HORSE CREEK Division
03 County
019 Location
2.8 MI N JCT SH 7 Sufficiency
57 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1700 ADT Year
2014 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
312.008 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
29.432 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2034 Bypass Detour
49.088324 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
13235 ODOT County
10 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
50ft.(64ft.-80ft.-64ft. CONT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1028 0276 X H Index
65.3599 Latitude
34:29:21 Longitude
-97:30:33.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71 NBI Text
13235 Vault Link
http://plansrv1/bridgemaintvault/b13235 GIS FO/SD
Meets Standards H Inv. Method
22.818 Latitude DD
34.48916667 Longitude DD
-97.50937222 ODOT County Number
10 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12828 x
-10854693.6631022 y
4094675.81496916 |
|||||||||||||||||||||||||||||||||||||
| 13234 | 0614R1599 X | 13234 | Blaine | S.H. 8 | SALT CREEK | 0614 1599 X | 5-60ft. I-BEAM SPANS | 1954 | 36.01005 | -98.31685 | 300.853 | 33.002 | — | 5 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.7 | 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 | 1300 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
12827 BRKEY
13234 NBI No.
13234 On Under
1 Structure No.
0614R1599 X Control No.
014 Lane Ind.
Milepoint
15990 Facility Carried
S.H. 8 Feature Intersected
SALT CREEK Division
05 County
011 Location
7.3 MI S JCT S.H. 51 Sufficiency
61.7 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1300 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
28.002 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
02 Length
300.853 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 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
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.9 HS Inv. Rating Method
1 HS Inv. Method
26.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2038 Bypass Detour
29.204446 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
13234 ODOT County
06 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
5-60ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0614 1599 X H Index
49.9231 Latitude
36:00:36.18 Longitude
-98:19:00.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 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
13234 Vault Link
http://plansrv1/bridgemaintvault/b13234 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
36.01005 Longitude DD
-98.31685 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12827 x
-10944581.6783987 y
4302004.32467602 |
|||||||||||||||||||||||||||||||||||||
| 13515 | 2532R0605 X | 13515 | Garvin | S.H. 76 | SALT CREEK | 2532 0605 X | 50ft.-60ft.-50ft. IBM SPAN | 1955 | 34.59386389 | -97.51031667 | 162.073 | 32.999 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 11.5 | Critical (2) | Fair (5) | Fair (5) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
12826 BRKEY
13515 NBI No.
13515 On Under
1 Structure No.
2532R0605 X Control No.
032 Lane Ind.
Milepoint
06050 Facility Carried
S.H. 76 Feature Intersected
SALT CREEK Division
03 County
049 Location
6.1 MI N CARTER C/L Sufficiency
11.5 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1300 ADT Year
2008 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
162.073 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
8 Deck Rating
5 Super Rating
5 Sub Rating
2 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.431 HS Inv. Rating Method
1 HS Inv. Method
26.125 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2028 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13515 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft.-60ft.-50ft. IBM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2532 0605 X H Index
65.03 Latitude
34:35:37.91 Longitude
-97:30:37.14 I257A
_ I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
2 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13515 Vault Link
http://plansrv1/bridgemaintvault/b13515 GIS FO/SD
SD H Inv. Method
20.834 Latitude DD
34.59386389 Longitude DD
-97.51031667 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12826 x
-10854798.7987953 y
4108824.92765815 |
|||||||||||||||||||||||||||||||||||||
| 13514 | 0314R0538 X | 13514 | Atoka | S.H. 7 | CLEAR BOGGY CREEK O'FLOW | 0314 0538 X | 6-25ft. CONC. SLAB SPA | 1955 | 34.37004444 | -96.31938333 | 149.934 | 31.001 | — | 6 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
12825 BRKEY
13514 NBI No.
13514 On Under
1 Structure No.
0314R0538 X Control No.
014 Lane Ind.
Milepoint
05380 Facility Carried
S.H. 7 Feature Intersected
CLEAR BOGGY CREEK O'FLOW Division
02 County
005 Location
5.4 MI.E.JOHNSTON CO Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
9 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
1955 ADT Total
1200 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
52.58 HS Inv. Rating Method
2 HS Inv. Method
30.203 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2026 Bypass Detour
44.117354 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
13514 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
6-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0314 0538 X H Index
93.6971 Latitude
34:22:12.16 Longitude
-96:19:09.78 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48 NBI Text
13514 Vault Link
http://plansrv1/bridgemaintvault/b13514 GIS FO/SD
Meets Standards H Inv. Method
16.755 Latitude DD
34.37004444 Longitude DD
-96.31938333 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12825 x
-10722224.7058177 y
4078598.84408918 |
|||||||||||||||||||||||||||||||||||||
| 13512 | 3116 0841 X | 13512 | Haskell | S.H. 31 | TURKEY CREEK | 3116 0841 X | 40ft. - 60ft. - 40ft. I-BEAM 45° | 1955 | 35.10755 | -95.09573889 | 142.999 | 34.101 | — | 3 | 45 | 2 | 31.801 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12823 BRKEY
13512 NBI No.
13512 On Under
1 Structure No.
3116 0841 X Control No.
016 Lane Ind.
Milepoint
08410 Facility Carried
S.H. 31 Feature Intersected
TURKEY CREEK Division
01 County
061 Location
0.5 W JCT SH-31/SH-82 Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
31.801 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
142.999 Deck Width
34.101 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13512 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 60ft. - 40ft. I-BEAM 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3116 0841 X H Index
93.623 Latitude
35:06:27.18 Longitude
-95:05:44.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0841 NBI Text
13512 Vault Link
http://plansrv1/bridgemaintvault/b13512 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.10755 Longitude DD
-95.09573889 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12823 x
-10586009.2298449 y
4178506.38158305 |
|||||||||||||||||||||||||||||||||||||
| 13511 | 4040 0619 X | 13511 | Le Flore | S.H. 63 | FRAZIER CREEK | 4040 0619 X | 40ft. - 60ft. - 40ft. I-BEAM | 1955 | 34.72311389 | -94.9427 | 141 | 33 | — | 3 | 0 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.6 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12822 BRKEY
13511 NBI No.
13511 On Under
1 Structure No.
4040 0619 X Control No.
040 Lane Ind.
Milepoint
06190 Facility Carried
S.H. 63 Feature Intersected
FRAZIER CREEK Division
02 County
079 Location
6.19 E JCT US-271 Sufficiency
86.6 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 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
28 Span Type Main
M Material
3 - Steel Design
02 Length
141 Deck Width
33 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 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
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
4.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13511 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0619 X H Index
88.5837 Latitude
34:43:23.21 Longitude
-94:56:33.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
116 NBI Text
13511 Vault Link
http://plansrv1/bridgemaintvault/b13511 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.72311389 Longitude DD
-94.9427 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12822 x
-10568973.0185385 y
4126316.80104432 |
|||||||||||||||||||||||||||||||||||||
| 13510 | 7314R0535 X | 13510 | Wagoner | S.H. 51 | GAR CREEK | 7314R0535 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1955 | 35.95166667 | -95.49833333 | 141.076 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Poor (4) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 7300 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
12821 BRKEY
13510 NBI No.
13510 On Under
1 Structure No.
7314R0535 X Control No.
014 Lane Ind.
Milepoint
05350 Facility Carried
S.H. 51 Feature Intersected
GAR CREEK Division
01 County
145 Location
5.4 MI E JCT SH-72 Sufficiency
35.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1955 ADT Total
7300 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 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
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 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.
6 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
11680 Future ADT Year
2022 Bypass Detour
26.718961 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
13510 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7314R0535 X H Index
70.1804 Latitude
35:57:06 Longitude
-95:29:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 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
13510 Vault Link
http://plansrv1/bridgemaintvault/b13510 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.95166667 Longitude DD
-95.49833333 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12821 x
-10630825.8379019 y
4293972.81680614 |
|||||||||||||||||||||||||||||||||||||
| 13326 | 4043 2346 X | 13326 | Le Flore | U.S. 259 | CREEK | 4043 2346 X | (2) 8ft. X 8ft. X 50ft. RCB SK 45° | 1955 | 34.72476111 | -94.60722222 | 26.9 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12811 BRKEY
13326 NBI No.
13326 On Under
1 Structure No.
4043 2346 X Control No.
043 Lane Ind.
Milepoint
23460 Facility Carried
U.S. 259 Feature Intersected
CREEK Division
02 County
079 Location
23.46 N MCCURTAIN C/L Sufficiency
91.2 Kind Hwy
2 Level Service
1 Route No.
00259 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
1955 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.3 HS Inv. Rating Method
1 HS Inv. Method
55.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
61 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
13326 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
(2) 8ft. X 8ft. X 50ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 2346 X H Index
93.44 Latitude
34:43:29.14 Longitude
-94:36:26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
175 NBI Text
13326 Vault Link
http://plansrv1/bridgemaintvault/b13326 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
34.72476111 Longitude DD
-94.60722222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12811 x
-10531627.8028965 y
4126539.90157212 |
|||||||||||||||||||||||||||||||||||||
| 13325 | 4512 2150 X | 13325 | McCurtain | S.H. 3 | CREEK | 4512 2150 X | (3) 8ft. X 6ft. X 32ft. LONG RCB | 1955 | 33.75976667 | -94.57296667 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 940 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12810 BRKEY
13325 NBI No.
13325 On Under
1 Structure No.
4512 2150 X Control No.
012 Lane Ind.
Milepoint
21500 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
21.5 E-S JCT US-259 Sufficiency
91.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1955 ADT Total
940 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1504 Future ADT Year
2042 Bypass Detour
14.291537 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
13325 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 6ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 2150 X H Index
100 Latitude
33:45:35.16 Longitude
-94:34:22.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
47 NBI Text
13325 Vault Link
http://plansrv1/bridgemaintvault/b13325 GIS FO/SD
Meets Standards H Inv. Method
16.5 Latitude DD
33.75976667 Longitude DD
-94.57296667 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12810 x
-10527814.4925136 y
3996589.99335749 |
|||||||||||||||||||||||||||||||||||||
| 13324 | 4512 2007 X | 13324 | McCurtain | S.H. 3 | CREEK | 4512 2007 X | (2) 10ft. X 8ft. X 32ft. LONG RCB | 1955 | 33.78050278 | -94.57303611 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12809 BRKEY
13324 NBI No.
13324 On Under
1 Structure No.
4512 2007 X Control No.
012 Lane Ind.
Milepoint
20070 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
20.1 E-S JCT US-259 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1955 ADT Total
930 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.7 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
14.291537 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
13324 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 2007 X H Index
100 Latitude
33:46:49.81 Longitude
-94:34:22.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46 NBI Text
13324 Vault Link
http://plansrv1/bridgemaintvault/b13324 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
33.78050278 Longitude DD
-94.57303611 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12809 x
-10527822.2225391 y
3999366.85433279 |
|||||||||||||||||||||||||||||||||||||
| 13233 | 3029R0244 X | 13233 | Harper | S.H. 149 | BEAVER RIVER | 3029 0244 X | 6-50ft. I-BM. SPANS SK. 60 DEG. | 1954 | 36.70966389 | -99.85004722 | 301.837 | 25.499 | — | 6 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.8 | Serious (3) | Poor (4) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 410 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
12808 BRKEY
13233 NBI No.
13233 On Under
1 Structure No.
3029R0244 X Control No.
029 Lane Ind.
Milepoint
02440 Facility Carried
S.H. 149 Feature Intersected
BEAVER RIVER Division
06 County
059 Location
2.5 MI E JCT US 283 Sufficiency
25.8 Kind Hwy
3 Level Service
1 Route No.
00149 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
1954 ADT Total
410 ADT Year
2012 Design Load
H 20 Skew
30 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
301.837 Deck Width
25.499 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
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.3 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2032 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
n Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13233 ODOT County
30 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
6-50ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3029 0244 X H Index
50.1253 Latitude
36:42:34.79 Longitude
-99:51:00.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 149 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
13233 Vault Link
http://plansrv1/bridgemaintvault/b13233 GIS FO/SD
SD H Inv. Method
21.5 Latitude DD
36.70966389 Longitude DD
-99.85004722 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12808 x
-11115256.4122147 y
4398714.57488079 |
|||||||||||||||||||||||||||||||||||||
| 13232 | 5914R0035 X | 13232 | Pawnee | S.H. 18 | BLACK BEAR CREEK | 5914 0035 X | 92ft.-115ft.-92ft. CONT. I-BM. SPANS WITH 2-3ft. SIDEWALKS | 1954 | 36.34298333 | -96.80006944 | 299 | 34 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.5 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12807 BRKEY
13232 NBI No.
13232 On Under
1 Structure No.
5914R0035 X Control No.
014 Lane Ind.
Milepoint
00350 Facility Carried
S.H. 18 Feature Intersected
BLACK BEAR CREEK Division
08 County
117 Location
0.4 MI N JCT US 64 Sufficiency
55.5 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1954 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
299 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.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.4 HS Inv. Rating Method
1 HS Inv. Method
31.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
39.767756 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
13232 ODOT County
59 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
3 Rt. Curb SW
3 Description
92ft.-115ft.-92ft. CONT. I-BM. SPANS WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5914 0035 X H Index
77.6894 Latitude
36:20:34.74 Longitude
-96:48:00.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 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
13232 Vault Link
http://plansrv1/bridgemaintvault/b13232 GIS FO/SD
SD H Inv. Method
22.6 Latitude DD
36.34298333 Longitude DD
-96.80006944 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12807 x
-10775734.4388143 y
4347918.55977038 |
|||||||||||||||||||||||||||||||||||||
| 13230 | 0846 1442 X | 13230 | Caddo | S.H. 19 | CACHE CREEK (EAST) | 0846 1442 X | (64ft.-80ft.-64ft. CONT.)5 | 1954 | 34.898636 | -98.383964 | 258 | 30 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.2 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12805 BRKEY
13230 NBI No.
13230 On Under
1 Structure No.
0846 1442 X Control No.
046 Lane Ind.
Milepoint
14420 Facility Carried
S.H. 19 Feature Intersected
CACHE CREEK (EAST) Division
07 County
015 Location
.9 MI W JCT US 62 Sufficiency
88.2 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
258 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
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N 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
61.8 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13230 ODOT County
08 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
(64ft.-80ft.-64ft. CONT.)5 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 1442 X H Index
88.8005 Latitude
34:53:55.09 Longitude
-98:23:02.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
101 NBI Text
13230 Vault Link
http://plansrv1/bridgemaintvault/b13230 GIS FO/SD
Meets Standards H Inv. Method
24.6 Latitude DD
34.898636 Longitude DD
-98.383964 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12805 x
-10952052.7747038 y
4150114.69908975 |
|||||||||||||||||||||||||||||||||||||
| 13229 | 3516 0391 X | 13229 | Johnston | S.H. 22 | PENNINGTON CREEK | 3516 0391 X | 80ft.-100ft.-80ft. CONT IB | 1954 | 34.23897222 | -96.68466667 | 261.155 | 35 | — | 3 | 0 | 2 | 32.9 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12804 BRKEY
13229 NBI No.
13229 On Under
1 Structure No.
3516 0391 X Control No.
016 Lane Ind.
Milepoint
03910 Facility Carried
S.H. 22 Feature Intersected
PENNINGTON CREEK Division
03 County
069 Location
W. EDGE OF TISHOMINGO Sufficiency
80.7 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1954 ADT Total
7000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.9 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
261.155 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 Future ADT Year
2042 Bypass Detour
47.845582 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13229 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-100ft.-80ft. CONT IB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 0391 X H Index
99.7664 Latitude
34:14:20.3 Longitude
-96:41:04.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 22 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
13229 Vault Link
http://plansrv1/bridgemaintvault/b13229 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.23897222 Longitude DD
-96.68466667 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12804 x
-10762887.8612218 y
4060935.47123387 |
|||||||||||||||||||||||||||||||||||||
| 12389 | 3108R0543 X | 12389 | Haskell | S.H. 9 | SNAKE RIVER | 3108 0543 X | (3) 30ft. I-BEAM | 1950 | 35.25520556 | -95.14133611 | 92.001 | 32.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.3 | Poor (4) | Poor (4) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6800 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
12784 BRKEY
12389 NBI No.
12389 On Under
1 Structure No.
3108R0543 X Control No.
008 Lane Ind.
Milepoint
05430 Facility Carried
S.H. 9 Feature Intersected
SNAKE RIVER Division
01 County
061 Location
5.43 E JCT SH-2 Sufficiency
23.3 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
6800 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
92.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.36 HS Inv. Rating Method
1 HS Inv. Method
23.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2031 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12389 ODOT County
31 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
2.5 Rt. Curb SW
2.5 Description
(3) 30ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0543 X H Index
75.343 Latitude
35:15:18.74 Longitude
-95:08:28.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 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
08-0543 NBI Text
12389 Vault Link
http://plansrv1/bridgemaintvault/b12389 GIS FO/SD
SD H Inv. Method
14.11 Latitude DD
35.25520556 Longitude DD
-95.14133611 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12784 x
-10591085.0891569 y
4198616.87115774 |
|||||||||||||||||||||||||||||||||||||
| 12388 | 4906 0476 X | 12388 | Mayes | S.H. 20 | PRYOR CREEK OFLOW | 4906 0476 X | 4-10ft., 3-12ft., 15ft.X6ft.X128ft.RCB | 1950 | 36.307206 | -95.350239 | 100 | 0 | — | 8 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12783 BRKEY
12388 NBI No.
12388 On Under
1 Structure No.
4906 0476 X Control No.
006 Lane Ind.
Milepoint
04760 Facility Carried
S.H. 20 Feature Intersected
PRYOR CREEK OFLOW Division
08 County
097 Location
4.8 MI E ROGERS CO Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
83.999 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
1950 ADT Total
8100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 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
83.999 Span Type Main
M Material
1 - Concrete Design
19 Length
100 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12960 Future ADT Year
2042 Bypass Detour
34.175415 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
12388 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
4-10ft., 3-12ft., 15ft.X6ft.X128ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0476 X H Index
87.7208 Latitude
36:18:25.94 Longitude
-95:21:00.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12388 Vault Link
http://plansrv1/bridgemaintvault/b12388 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.307206 Longitude DD
-95.350239 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12783 x
-10614340.0524969 y
4342975.19627306 |
|||||||||||||||||||||||||||||||||||||
| 12134 | 2712 1885 X | 12134 | Grant | S.H. 11 | CREEK | 2712 1885 X | (13ft.-17ft.-13ft.) X 6ft. X 60ft. RCB WITH 4ft. CURTAIN WALLS | 1950 | 36.81063611 | -97.776275 | 44.931 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12553 BRKEY
12134 NBI No.
12134 On Under
1 Structure No.
2712 1885 X Control No.
012 Lane Ind.
Milepoint
18850 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
2.2 MI W JCT US 81 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 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
1950 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
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.931 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1760 Future ADT Year
2042 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
9999 Min Measured Clearance
9999 NBI Rating
12134 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 6ft. X 60ft. RCB WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2712 1885 X H Index
96.8066 Latitude
36:48:38.29 Longitude
-97:46:34.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12134 Vault Link
http://plansrv1/bridgemaintvault/b12134 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.81063611 Longitude DD
-97.776275 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12553 x
-10884405.1446631 y
4412744.66908213 |
|||||||||||||||||||||||||||||||||||||
| 12133 | 0626 1302 X | 12133 | Blaine | S.H. 58 | CREEK | 0626 1302 X | (13ft.-17ft.-13ft.)X8ft.X30ft. RDY. R.C.B. | 1950 | 36.030875 | -98.58315556 | 45.932 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 870 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12552 BRKEY
12133 NBI No.
12133 On Under
1 Structure No.
0626 1302 X Control No.
026 Lane Ind.
Milepoint
13020 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
05 County
011 Location
1.5 MI S S.H. 51 CANTON Sufficiency
89.6 Kind Hwy
3 Level Service
1 Route No.
00058 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
1950 ADT Total
870 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 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
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
39.573 HS Inv. Rating Method
3 HS Inv. Method
29.542 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1392 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12133 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X8ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0626 1302 X H Index
93.5244 Latitude
36:01:51.15 Longitude
-98:34:59.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12133 Vault Link
http://plansrv1/bridgemaintvault/b12133 GIS FO/SD
Meets Standards H Inv. Method
16.424 Latitude DD
36.030875 Longitude DD
-98.58315556 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12552 x
-10974226.6777333 y
4304870.556494 |
|||||||||||||||||||||||||||||||||||||
| 12132 | 3418 1166 X | 12132 | Jefferson | S.H. 89 | LONG BRANCH CREEK | 3418 1166 X | (13ft. - 17ft. - 13ft.) X 11ft. X 30ft. RCB | 1950 | 34.14557778 | -97.59312222 | 46.916 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12551 BRKEY
12132 NBI No.
12132 On Under
1 Structure No.
3418 1166 X Control No.
018 Lane Ind.
Milepoint
11660 Facility Carried
S.H. 89 Feature Intersected
LONG BRANCH CREEK Division
07 County
067 Location
11.7 MI N JCT SH32 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00089 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
510 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
816 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12132 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 11ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3418 1166 X H Index
99.2568 Latitude
34:08:44.08 Longitude
-97:35:35.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 89 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
053 NBI Text
12132 Vault Link
http://plansrv1/bridgemaintvault/b12132 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.14557778 Longitude DD
-97.59312222 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12551 x
-10864016.6704561 y
4048366.35572164 |
|||||||||||||||||||||||||||||||||||||
| 12225 | 7104 2761 X | 12225 | Tillman | U.S. 70 | CREEK | 7104 2761 X | (13ft.-17ft.-13ft.)x7ft.x38ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1950 | 34.22596111 | -98.65932778 | 53.15 | 40 | — | 3 | 30 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12536 BRKEY
12225 NBI No.
12225 On Under
1 Structure No.
7104 2761 X Control No.
004 Lane Ind.
Milepoint
27610 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
05 County
141 Location
1.2 MI E S.H. 36 Sufficiency
87.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1950 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
53.15 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.77 HS Inv. Rating Method
1 HS Inv. Method
25.684 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 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
12225 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)x7ft.x38ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7104 2761 X H Index
94.9469 Latitude
34:13:33.46 Longitude
-98:39:33.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12225 Vault Link
http://plansrv1/bridgemaintvault/b12225 GIS FO/SD
Meets Standards H Inv. Method
13.999 Latitude DD
34.22596111 Longitude DD
-98.65932778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12536 x
-10982706.1304763 y
4059183.58827785 |
|||||||||||||||||||||||||||||||||||||
| 12224 | 5814 0347 X | 12224 | Ottawa | U.S. 69 | CREEK | 5814 0347 X | (13ft.-17ft.-13ft.) X 5ft. X | 1950 | 36.89355833 | -94.87743056 | 53.15 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 17900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12535 BRKEY
12224 NBI No.
12224 On Under
1 Structure No.
5814 0347 X Control No.
014 Lane Ind.
Milepoint
03470 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
115 Location
3.4 MI N US 59 Sufficiency
64.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1950 ADT Total
17900 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
4 Fill RCB
FG Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
53.15 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
28640 Future ADT Year
2042 Bypass Detour
3.106856 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
12224 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 5ft. X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5814 0347 X H Index
93.0692 Latitude
36:53:36.81 Longitude
-94:52:38.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12224 Vault Link
http://plansrv1/bridgemaintvault/b12224 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.89355833 Longitude DD
-94.87743056 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12535 x
-10561707.2577134 y
4424280.55796646 |
|||||||||||||||||||||||||||||||||||||
| 12223 | 4906R0345 X | 12223 | Mayes | S.H. 20 | CREEK | 4906R0345 X | (13ft.-17ft.-13ft.) X 10ft. X 38ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. | 1950 | 36.305 | -95.57333333 | 54.134 | 40 | — | 3 | 30 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5270 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12534 BRKEY
12223 NBI No.
12223 On Under
1 Structure No.
4906R0345 X Control No.
006 Lane Ind.
Milepoint
03450 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
097 Location
3.3 MI E ROGERS CO Sufficiency
82.2 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 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
1950 ADT Total
5270 ADT Year
1999 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5500 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
12223 ODOT County
49 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
(13ft.-17ft.-13ft.) X 10ft. X 38ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4906R0345 X H Index
100 Latitude
36:18:18 Longitude
-95:34:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12223 Vault Link
http://plansrv1/bridgemaintvault/b12223 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.305 Longitude DD
-95.57333333 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12534 x
-10639174.7997114 y
4342670.46690734 |
|||||||||||||||||||||||||||||||||||||
| 12222 | 4432 0311 X | 12222 | McClain | S.H. 74 | CREEK | 4432 0311 X | (13ft.-17ft.-13ft.) X 12ft. | 1950 | 34.900625 | -97.406275 | 54.134 | 23.999 | — | 3 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.2 | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12533 BRKEY
12222 NBI No.
12222 On Under
1 Structure No.
4432 0311 X Control No.
032 Lane Ind.
Milepoint
03110 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
087 Location
0.8 MI. S. JCT. SH59 Sufficiency
75.2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
2300 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
54.134 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12222 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 12ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4432 0311 X H Index
95.0519 Latitude
34:54:02.25 Longitude
-97:24:22.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12222 Vault Link
http://plansrv1/bridgemaintvault/b12222 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.900625 Longitude DD
-97.406275 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12533 x
-10843216.9330696 y
4150384.66551623 |
|||||||||||||||||||||||||||||||||||||
| 12131 | 3716R0721 X | 12131 | Kingfisher | S.H. 51 | CAMP CREEK | 3716 0721 X | (13ft.-17ft.-13ft.)X 9ft.X 38ft. R.C. BOX WITH CONC. POSTS & RAILS | 1950 | 36.115939 | -97.769236 | 44.931 | 40 | — | 3 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12532 BRKEY
12131 NBI No.
12131 On Under
1 Structure No.
3716R0721 X Control No.
016 Lane Ind.
Milepoint
07210 Facility Carried
S.H. 51 Feature Intersected
CAMP CREEK Division
04 County
073 Location
7 MI E JCT US 81 Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
1900 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
44.931 Deck Width
40 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3040 Future ADT Year
2040 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12131 ODOT County
37 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
(13ft.-17ft.-13ft.)X 9ft.X 38ft. R.C. BOX WITH CONC. POSTS & RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3716 0721 X H Index
80.1567 Latitude
36:06:57.38 Longitude
-97:46:09.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12131 Vault Link
http://plansrv1/bridgemaintvault/b12131 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.115939 Longitude DD
-97.769236 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12532 x
-10883621.5667674 y
4316586.1489034 |
|||||||||||||||||||||||||||||||||||||
| 12130 | 1216 0704 X | 12130 | Choctaw | S.H. 109 | GOODWATER CREEK | 1216 0704 X | (13ft. - 17ft. - 13ft.) X 15ft. X 22ft. RCB | 1950 | 33.90994444 | -95.37518889 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12531 BRKEY
12130 NBI No.
12130 On Under
1 Structure No.
1216 0704 X Control No.
016 Lane Ind.
Milepoint
07040 Facility Carried
S.H. 109 Feature Intersected
GOODWATER CREEK Division
02 County
023 Location
7.04 E JCT US-271 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
180 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
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
288 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12130 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(13ft. - 17ft. - 13ft.) X 15ft. X 22ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1216 0704 X H Index
97.9134 Latitude
33:54:35.8 Longitude
-95:22:30.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
028 NBI Text
12130 Vault Link
http://plansrv1/bridgemaintvault/b12130 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.90994444 Longitude DD
-95.37518889 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12531 x
-10617117.4615471 y
4016716.16510542 |
|||||||||||||||||||||||||||||||||||||
| 12129 | 3822 0576 X | 12129 | Kiowa | S.H. 44 | CREEK | 3822 0576 X | 3-10ft. X 4ft. X 30ft. RDY. R.C.B., SK. 45 DEG. L.F. W/ HANDRAILS ACROSS INTERSECTION | 1950 | 35.08755556 | -99.18402222 | 46.916 | 32.001 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12530 BRKEY
12129 NBI No.
12129 On Under
1 Structure No.
3822 0576 X Control No.
022 Lane Ind.
Milepoint
05760 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
5.8 MI N S.H. 9 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00044 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
37.809 HS Inv. Rating Method
3 HS Inv. Method
29.211 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12129 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 30ft. RDY. R.C.B., SK. 45 DEG. L.F. W/ HANDRAILS ACROSS INTERSECTION Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0576 X H Index
95.1636 Latitude
35:05:15.2 Longitude
-99:11:02.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12129 Vault Link
http://plansrv1/bridgemaintvault/b12129 GIS FO/SD
Meets Standards H Inv. Method
17.306 Latitude DD
35.08755556 Longitude DD
-99.18402222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12530 x
-11041114.8483591 y
4175785.96984885 |
|||||||||||||||||||||||||||||||||||||
| 12128 | 4512 0566 X | 12128 | McCurtain | S.H. 3 | CREEK | 4512 0566 X | (12ft. - 14ft. - 12ft.) X 9ft. X 32.4ft. LONG RCB | 1950 | 33.89560278 | -94.69082778 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12529 BRKEY
12128 NBI No.
12128 On Under
1 Structure No.
4512 0566 X Control No.
012 Lane Ind.
Milepoint
05660 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
5.7 E JCT US-259 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
2300 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2042 Bypass Detour
11.806053 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
12128 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 9ft. X 32.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 0566 X H Index
93.4274 Latitude
33:53:44.17 Longitude
-94:41:26.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41 NBI Text
12128 Vault Link
http://plansrv1/bridgemaintvault/b12128 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.89560278 Longitude DD
-94.69082778 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12529 x
-10540934.7312632 y
4014792.62944018 |
|||||||||||||||||||||||||||||||||||||
| 12127 | 4906 0448 X | 12127 | Mayes | S.H. 20 | CREEK | 4906 0448 X | (12ft.-14ft.-12ft.) X 12ft. X 130ft.R.C. BOX | 1950 | 36.30722778 | -95.35523611 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12528 BRKEY
12127 NBI No.
12127 On Under
1 Structure No.
4906 0448 X Control No.
006 Lane Ind.
Milepoint
04480 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
097 Location
4.5 MI E ROGERS CO Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 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
1950 ADT Total
8100 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
83.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12960 Future ADT Year
2042 Bypass Detour
34.175415 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
12127 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
(12ft.-14ft.-12ft.) X 12ft. X 130ft.R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0448 X H Index
99.3232 Latitude
36:18:26.02 Longitude
-95:21:18.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12127 Vault Link
http://plansrv1/bridgemaintvault/b12127 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.30722778 Longitude DD
-95.35523611 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12528 x
-10614896.3282376 y
4342978.20493144 |
|||||||||||||||||||||||||||||||||||||
| 12126 | 6520 0338 X | 12126 | Roger Mills | S.H. 47 | CREEK | 6520 0338 X | 3-10ft. X 7ft. X 30ft. RDY R.C.B., SK 45 DEG. R.F. W/ HANDRAILS | 1950 | 35.65366389 | -99.95678333 | 46.916 | 32.001 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12527 BRKEY
12126 NBI No.
12126 On Under
1 Structure No.
6520 0338 X Control No.
020 Lane Ind.
Milepoint
03380 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
3.4 MI E TEXAS LINE Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00047 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
1950 ADT Total
340 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 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
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.998 HS Inv. Rating Method
1 HS Inv. Method
32.408 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
544 Future ADT Year
2042 Bypass Detour
3.728227 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
12126 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 30ft. RDY R.C.B., SK 45 DEG. R.F. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6520 0338 X H Index
68.6165 Latitude
35:39:13.19 Longitude
-99:57:24.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12126 Vault Link
http://plansrv1/bridgemaintvault/b12126 GIS FO/SD
Meets Standards H Inv. Method
17.968 Latitude DD
35.65366389 Longitude DD
-99.95678333 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12527 x
-11127138.2216292 y
4253070.10818201 |
|||||||||||||||||||||||||||||||||||||
| 12431 | 3414 0807 X | 12431 | Jefferson | S.H. 32 | RED CREEK | 3414 0807 X | 30ft. - 60ft. - 30ft. I-BEAM SPANS | 1950 | 34.02749722 | -97.81894167 | 121.063 | 30.499 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.5 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12526 BRKEY
12431 NBI No.
12431 On Under
1 Structure No.
3414 0807 X Control No.
014 Lane Ind.
Milepoint
08070 Facility Carried
S.H. 32 Feature Intersected
RED CREEK Division
07 County
067 Location
8.1 MI E JCT US81 Sufficiency
93.5 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
380 ADT Year
2022 Design Load
H 15 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
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
30.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
608 Future ADT Year
2042 Bypass Detour
44.738726 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
12431 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 60ft. - 30ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3414 0807 X H Index
98.9621 Latitude
34:01:38.99 Longitude
-97:49:08.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
044 NBI Text
12431 Vault Link
http://plansrv1/bridgemaintvault/b12431 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.02749722 Longitude DD
-97.81894167 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12526 x
-10889154.7766413 y
4032494.82883233 |
|||||||||||||||||||||||||||||||||||||
| 12430 | 7618 0326 X | 12430 | Woods | S.H. 11 | CREEK | 7618 0326 X | 3-40ft. I-BM. SPANS | 1950 | 36.899 | -98.58925 | 121.5 | 31.2 | — | 3 | 0 | 2 | 29 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12525 BRKEY
12430 NBI No.
12430 On Under
1 Structure No.
7618 0326 X Control No.
018 Lane Ind.
Milepoint
03260 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
151 Location
3.3 MI E JCT US-281 Sufficiency
90.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29 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
1950 ADT Total
850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
29 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23 Span Type Main
M Material
3 - Steel Design
02 Length
121.5 Deck Width
31.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.2 HS Inv. Rating Method
3 HS Inv. Method
58 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1360 Future ADT Year
2042 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
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12430 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7618 0326 X H Index
73.2348 Latitude
36:53:56.21 Longitude
-98:35:21.3 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
12430 Vault Link
http://plansrv1/bridgemaintvault/b12430 GIS FO/SD
Meets Standards H Inv. Method
57.9 Latitude DD
36.899 Longitude DD
-98.58925 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12525 x
-10974905.1076907 y
4425038.02454259 |
|||||||||||||||||||||||||||||||||||||
| 12429 | 1910 0066 X | 12429 | Creek | S.H. 16 | SAND CREEK | 1910 0066 X | 35ft.-50ft.-35ft. I-BM SPA | 1950 | 35.82816389 | -96.37547778 | 121.063 | 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) | 54.4 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12524 BRKEY
12429 NBI No.
12429 On Under
1 Structure No.
1910 0066 X Control No.
010 Lane Ind.
Milepoint
00660 Facility Carried
S.H. 16 Feature Intersected
SAND CREEK Division
08 County
037 Location
0.7 MI E JCT SH 48 Sufficiency
54.4 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.919 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
1950 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25.997 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
41.010498 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
12429 ODOT County
19 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
35ft.-50ft.-35ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1910 0066 X H Index
85.6182 Latitude
35:49:41.39 Longitude
-96:22:31.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12429 Vault Link
http://plansrv1/bridgemaintvault/b12429 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.82816389 Longitude DD
-96.37547778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12524 x
-10728469.111428 y
4277002.67589368 |
|||||||||||||||||||||||||||||||||||||
| 12125 | 3414 0288 X | 12125 | Jefferson | S.H. 32 | FLAT CREEK | 3414 0288 X | (12ft. - 14ft. - 12ft.) X 11ft. X 30ft. RCB | 1950 | 34.02745833 | -97.909675 | 41.995 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12508 BRKEY
12125 NBI No.
12125 On Under
1 Structure No.
3414 0288 X Control No.
014 Lane Ind.
Milepoint
02880 Facility Carried
S.H. 32 Feature Intersected
FLAT CREEK Division
07 County
067 Location
2.8 MI E JCT US81 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
380 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
608 Future ADT Year
2042 Bypass Detour
45.999999 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
12125 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 11ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3414 0288 X H Index
99.3587 Latitude
34:01:38.85 Longitude
-97:54:34.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
043 NBI Text
12125 Vault Link
http://plansrv1/bridgemaintvault/b12125 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.02745833 Longitude DD
-97.909675 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12508 x
-10899255.1647349 y
4032489.60516515 |
|||||||||||||||||||||||||||||||||||||
| 12124 | 4120R0133 XC | 12124 | Lincoln | U.S. 177 SD | CREEK | 4120R0133 XC | 25ft.-15ft. I-BM TIMBER SPANS | 1950 | 35.7 | -97.01666667 | 40.026 | 17.001 | — | 2 | 0 | 2 | 17.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.5 | Critical (2) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 100 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12507 BRKEY
12124 NBI No.
12124 On Under
1 Structure No.
4120R0133 XC Control No.
020 Lane Ind.
Milepoint
01330 Facility Carried
U.S. 177 SD Feature Intersected
CREEK Division
03 County
081 Location
1.3 MI N US 66 Sufficiency
21.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
17.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
40.026 Deck Width
17.001 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
6.945 HS Inv. Rating Method
2 HS Inv. Method
4.96 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
50 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12124 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
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft.-15ft. I-BM TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
4120R0133 XC H Index
100 Latitude
35:42:00 Longitude
-97:01:00 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 SD Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12124 Vault Link
http://plansrv1/bridgemaintvault/b12124 GIS FO/SD
SD H Inv. Method
4.96 Latitude DD
35.7 Longitude DD
-97.01666667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12507 x
-10799845.9321652 y
4259419.96554792 |
|||||||||||||||||||||||||||||||||||||
| 12123 | 2126 0052 X | 12123 | Delaware | S.H. 25 | CREEK | 2126 0052 X | (12ft.-14ft.-12ft.)X 5ft.X 3 | 1950 | 36.59791389 | -94.70406389 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12506 BRKEY
12123 NBI No.
12123 On Under
1 Structure No.
2126 0052 X Control No.
026 Lane Ind.
Milepoint
00520 Facility Carried
S.H. 25 Feature Intersected
CREEK Division
08 County
041 Location
0.5 MI E SH10 Sufficiency
79 Kind Hwy
3 Level Service
1 Route No.
00025 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4800 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12123 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 5ft.X 3 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2126 0052 X H Index
58.1852 Latitude
36:35:52.49 Longitude
-94:42:14.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 25 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12123 Vault Link
http://plansrv1/bridgemaintvault/b12123 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.59791389 Longitude DD
-94.70406389 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12506 x
-10542408.1682884 y
4383208.38271294 |
|||||||||||||||||||||||||||||||||||||
| 12410 | 0720 2139 X | 12410 | Bryan | S.H. 78 | CANEY CREEK | 0720 2139 X | (4) 25ft. CONCRETE SLAB SK 30° | 1950 | 33.91224722 | -96.37319722 | 100 | 30.499 | — | 4 | 30 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.1 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12499 BRKEY
12410 NBI No.
12410 On Under
1 Structure No.
0720 2139 X Control No.
020 Lane Ind.
Milepoint
21390 Facility Carried
S.H. 78 Feature Intersected
CANEY CREEK Division
02 County
013 Location
21. N & W TX S/L Sufficiency
62.1 Kind Hwy
3 Level Service
1 Route No.
00078 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
1950 ADT Total
3200 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 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
1 - Concrete Design
01 Length
100 Deck Width
30.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
19.262507 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
12410 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
1.25 Rt. Curb SW
1.25 Description
(4) 25ft. CONCRETE SLAB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0720 2139 X H Index
99.6016 Latitude
33:54:44.09 Longitude
-96:22:23.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
5 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
079 NBI Text
12410 Vault Link
http://plansrv1/bridgemaintvault/b12410 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
33.91224722 Longitude DD
-96.37319722 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12499 x
-10728215.2406501 y
4017025.04928668 |
|||||||||||||||||||||||||||||||||||||
| 12409 | 0626R1454 X | 12409 | Blaine | S.H. 58 | MINNEHAHA CREEK | 0626 1454 X | 4-25ft. CONC. SLAB SPANS W/ 4ft. SIDEWALK | 1950 | 36.0518 | -98.588322 | 100.066 | 34.003 | — | 4 | 0 | 2 | 28.002 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.5 | 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) | B | 860 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
12498 BRKEY
12409 NBI No.
12409 On Under
1 Structure No.
0626R1454 X Control No.
026 Lane Ind.
Milepoint
14540 Facility Carried
S.H. 58 Feature Intersected
MINNEHAHA CREEK Division
05 County
011 Location
0.1 MI S JCT S.H. 51 Sufficiency
59.5 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
860 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 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
1 - Concrete Design
01 Length
100.066 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1376 Future ADT Year
2039 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12409 ODOT County
06 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
3.999 Rt. Curb SW
2.999 Description
4-25ft. CONC. SLAB SPANS W/ 4ft. SIDEWALK Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0626 1454 X H Index
78.3131 Latitude
36:03:06.48 Longitude
-98:35:17.96 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12409 Vault Link
http://plansrv1/bridgemaintvault/b12409 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
36.0518 Longitude DD
-98.588322 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12498 x
-10974801.8032033 y
4307751.31505046 |
|||||||||||||||||||||||||||||||||||||
| 12408 | 7526R0753 X | 12408 | Washita | S.H. 55 | SPRING CREEK O'FLOW | 7526 0753 X | 4-25ft. REINF. CONC. SLAB SPANS, BRIDGE CLOSED | 1950 | 35.16028333 | -99.22683056 | 100.066 | 27.999 | — | 4 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 82.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
12497 BRKEY
12408 NBI No.
12408 On Under
1 Structure No.
7526R0753 X Control No.
026 Lane Ind.
Milepoint
07530 Facility Carried
S.H. 55 Feature Intersected
SPRING CREEK O'FLOW Division
05 County
149 Location
7.5 MI E BECKHAM C/L Sufficiency
82.1 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
720 ADT Year
2008 Design Load
H 15 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
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
27.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.652 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2028 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
CLOSED 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
12408 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-25ft. REINF. CONC. SLAB SPANS, BRIDGE CLOSED Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7526 0753 X H Index
98.6216 Latitude
35:09:37.02 Longitude
-99:13:36.59 I257A
_ I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12408 Vault Link
http://plansrv1/bridgemaintvault/b12408 GIS FO/SD
Meets Standards H Inv. Method
13.779 Latitude DD
35.16028333 Longitude DD
-99.22683056 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12497 x
-11045880.2509696 y
4185684.39803057 |
|||||||||||||||||||||||||||||||||||||
| 12407 | 1910R0566 X | 12407 | Creek | S.H. 16 | SKULL CREEK | 1910 0566 X | 30ft.-45ft.-30ft. I-BM SPA | 1950 | 35.81324167 | -96.29310833 | 105.971 | 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) | 17.7 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12478 BRKEY
12407 NBI No.
12407 On Under
1 Structure No.
1910R0566 X Control No.
010 Lane Ind.
Milepoint
05660 Facility Carried
S.H. 16 Feature Intersected
SKULL CREEK Division
08 County
037 Location
5.7 MI E JCT SH 48 Sufficiency
17.7 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.919 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
1950 ADT Total
2200 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25.997 Span Type Main
M Material
3 - Steel Design
02 Length
105.971 Deck Width
30.84 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
3 Super Rating
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.588 HS Inv. Rating Method
1 HS Inv. Method
30.865 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2034 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12407 ODOT County
19 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
30ft.-45ft.-30ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1910 0566 X H Index
66.7962 Latitude
35:48:47.67 Longitude
-96:17:35.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12407 Vault Link
http://plansrv1/bridgemaintvault/b12407 GIS FO/SD
SD H Inv. Method
23.038 Latitude DD
35.81324167 Longitude DD
-96.29310833 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12478 x
-10719299.7861971 y
4274954.04911923 |
|||||||||||||||||||||||||||||||||||||
| 12406 | 7408 0134 X | 12406 | Washington | U.S. 75 | TURKEY CREEK | 7408 0134 X | 3-35ft. CONC. GIRDER S | 1950 | 36.74751667 | -95.93528889 | 106.499 | 76.499 | — | 3 | 0 | 4 | 68.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 22600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12477 BRKEY
12406 NBI No.
12406 On Under
1 Structure No.
7408 0134 X Control No.
008 Lane Ind.
Milepoint
01340 Facility Carried
U.S. 75 Feature Intersected
TURKEY CREEK Division
08 County
147 Location
1.3 MI N US 60 E Sufficiency
92.4 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1950 ADT Total
22600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
106.499 Deck Width
76.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.2 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36160 Future ADT Year
2042 Bypass Detour
3.106856 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
12406 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
5 Description
3-35ft. CONC. GIRDER S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7408 0134 X H Index
100 Latitude
36:44:51.06 Longitude
-95:56:07.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
12406 Vault Link
http://plansrv1/bridgemaintvault/b12406 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
36.74751667 Longitude DD
-95.93528889 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12477 x
-10679467.5083404 y
4403972.05651429 |
|||||||||||||||||||||||||||||||||||||
| 12405 | 3108R0091 X | 12405 | Haskell | S.H. 9 | KING CREEK | 3108 0091 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1950 | 35.25365 | -95.22114722 | 102.001 | 31.401 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.2 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6300 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
12476 BRKEY
12405 NBI No.
12405 On Under
1 Structure No.
3108R0091 X Control No.
008 Lane Ind.
Milepoint
00910 Facility Carried
S.H. 9 Feature Intersected
KING CREEK Division
01 County
061 Location
1 MI E OF JCT SH2 Sufficiency
44.2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
6300 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
102.001 Deck Width
31.401 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
6 Chan. Rating
7 Culv. Rating
N 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
41.557 HS Inv. Rating Method
1 HS Inv. Method
25.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2030 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12405 ODOT County
31 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
1.699 Rt. Curb SW
1.699 Description
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0091 X H Index
80.9906 Latitude
35:15:13.14 Longitude
-95:13:16.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0091 NBI Text
12405 Vault Link
http://plansrv1/bridgemaintvault/b12405 GIS FO/SD
Meets Standards H Inv. Method
15.432 Latitude DD
35.25365 Longitude DD
-95.22114722 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12476 x
-10599969.6212817 y
4198404.81532429 |
|||||||||||||||||||||||||||||||||||||
| 12404 | 6524 0064 X | 12404 | Roger Mills | S.H. 47 | SKIP-OUT CREEK | 6524 0064 X | 4-25ft. CONC. SLAB SPAN SK 30 DEG. L.F. WITH 2-18ft. SAFETY CURBS. | 1950 | 35.624733 | -99.896964 | 100.066 | 33.002 | — | 4 | 30 | 2 | 28.002 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | 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 | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12475 BRKEY
12404 NBI No.
12404 On Under
1 Structure No.
6524 0064 X Control No.
024 Lane Ind.
Milepoint
00640 Facility Carried
S.H. 47 Feature Intersected
SKIP-OUT CREEK Division
05 County
129 Location
0.6 MI E JCT S.H. 30 Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
4 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
27.001 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.4 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12404 ODOT County
65 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
4-25ft. CONC. SLAB SPAN SK 30 DEG. L.F. WITH 2-18ft. SAFETY CURBS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 0064 X H Index
97.4101 Latitude
35:37:29.04 Longitude
-99:53:49.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12404 Vault Link
http://plansrv1/bridgemaintvault/b12404 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
35.624733 Longitude DD
-99.896964 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12475 x
-11120479.164274 y
4249107.31399681 |
|||||||||||||||||||||||||||||||||||||
| 12390 | 1910R0812 X | 12390 | Creek | S.H. 16 | CHICKEN CREEK | 1910 0812 X | 3-30ft. I-BM SPANS | 1950 | 35.79987778 | -96.26366944 | 90.879 | 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) | 44.4 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
12425 BRKEY
12390 NBI No.
12390 On Under
1 Structure No.
1910R0812 X Control No.
010 Lane Ind.
Milepoint
08120 Facility Carried
S.H. 16 Feature Intersected
CHICKEN CREEK Division
08 County
037 Location
8.2 MI E JCT SH 48 Sufficiency
44.4 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.919 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
1950 ADT Total
2200 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 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
90.879 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 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
63.603 HS Inv. Rating Method
1 HS Inv. Method
38.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2035 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12390 ODOT County
19 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
3-30ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1910 0812 X H Index
81.4972 Latitude
35:47:59.56 Longitude
-96:15:49.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 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
12390 Vault Link
http://plansrv1/bridgemaintvault/b12390 GIS FO/SD
SD H Inv. Method
23.589 Latitude DD
35.79987778 Longitude DD
-96.26366944 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12425 x
-10716022.6639528 y
4273119.68755504 |
|||||||||||||||||||||||||||||||||||||
| 12294 | 7104 2964 X | 12294 | Tillman | U.S. 70 | CREEK | 7104 2964 X | (10ft.,3-12ft.,10ft.)x7ft.x38ft. RDY. R.C.B. | 1950 | 34.21281944 | -98.62748056 | 62.992 | 40 | — | 5 | 0 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12419 BRKEY
12294 NBI No.
12294 On Under
1 Structure No.
7104 2964 X Control No.
004 Lane Ind.
Milepoint
29640 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
05 County
141 Location
3.4 MI E JCT S.H. 36 Sufficiency
86.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1950 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.329 HS Inv. Rating Method
1 HS Inv. Method
25.353 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 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
12294 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10ft.,3-12ft.,10ft.)x7ft.x38ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7104 2964 X H Index
68.1689 Latitude
34:12:46.15 Longitude
-98:37:38.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12294 Vault Link
http://plansrv1/bridgemaintvault/b12294 GIS FO/SD
Meets Standards H Inv. Method
14.11 Latitude DD
34.21281944 Longitude DD
-98.62748056 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12419 x
-10979160.9141627 y
4057414.40074344 |
|||||||||||||||||||||||||||||||||||||
| 12565 | 0720R1701 X | 12565 | Bryan | S.H. 78 | CREEK | 0720 1701 X | (2) 10ft. X 10ft. X 30ft. RCB SK 45° | 1951 | 33.848789 | -96.378275 | 29.701 | 32.001 | — | 2 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12408 BRKEY
12565 NBI No.
12565 On Under
1 Structure No.
0720R1701 X Control No.
020 Lane Ind.
Milepoint
17010 Facility Carried
S.H. 78 Feature Intersected
CREEK Division
02 County
013 Location
17.01 N & W TX S/L Sufficiency
76.1 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.031 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
1951 ADT Total
2300 ADT Year
2020 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.23 HS Inv. Rating Method
1 HS Inv. Method
35.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2040 Bypass Detour
19.262507 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
12565 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 30ft. RCB SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0720 1701 X H Index
91.0278 Latitude
33:50:55.64 Longitude
-96:22:41.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
076 NBI Text
12565 Vault Link
http://plansrv1/bridgemaintvault/b12565 GIS FO/SD
Meets Standards H Inv. Method
19.74 Latitude DD
33.848789 Longitude DD
-96.378275 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12408 x
-10728780.4965341 y
4008516.10999684 |
|||||||||||||||||||||||||||||||||||||
| 12564 | 6810 1227 X | 12564 | Sequoyah | U.S. 64 | CREEK | 6810 1227 X | (3) 10ft. X 7ft. X 103.3ft. LONG RCB SK 30° | 1951 | 35.40214444 | -94.596675 | 39.301 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12407 BRKEY
12564 NBI No.
12564 On Under
1 Structure No.
6810 1227 X Control No.
010 Lane Ind.
Milepoint
12270 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
135 Location
0.1 E JCT US-64B Sufficiency
74.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
9600 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
64.501 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
0 Bridge Open Closed
A TSF Rail
0 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
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.9 HS Inv. Rating Method
1 HS Inv. Method
25.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15360 Future ADT Year
2042 Bypass Detour
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
12564 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
5 Rt. Curb SW
0 Description
(3) 10ft. X 7ft. X 103.3ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1227 X H Index
98.9346 Latitude
35:24:07.72 Longitude
-94:35:48.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1227 NBI Text
12564 Vault Link
http://plansrv1/bridgemaintvault/b12564 GIS FO/SD
Meets Standards H Inv. Method
15.1 Latitude DD
35.40214444 Longitude DD
-94.596675 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12407 x
-10530453.6917368 y
4218666.15062985 |