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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 12894 | 1937T0940 X | 12894 | Creek | TURNER TP (I-44) | CREEK | 1937T0940 X | 2-10ft. X 10ft. X 121ft. RCB | 1953 | 35.82535278 | -96.46840556 | 21.001 | 122.999 | — | 2 | 0 | 4 | 121.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13329 BRKEY
12894 NBI No.
12894 On Under
1 Structure No.
1937T0940 X Control No.
037 Lane Ind.
Milepoint
09400 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
56.5 MI'S N E JCT I-35 Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
121.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
122.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12894 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 121ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0940 X H Index
99.67 Latitude
35:49:31.27 Longitude
-96:28:06.26 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56.50 NBI Text
12894 Vault Link
http://plansrv1/bridgemaintvault/b12894 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.82535278 Longitude DD
-96.46840556 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13329 x
-10738813.7845782 y
4276616.71760084 |
|||||||||||||||||||||||||||||||||||||
| 12893 | 0212 0904 X | 12893 | Alfalfa | S.H. 8 | CREEK | 0212 0904 X | 2-10X3X39.6ft.RCB | 1953 | 36.89915833 | -98.39598333 | 23.95 | 34.4 | — | 2 | 30 | 2 | 32.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.1 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13328 BRKEY
12893 NBI No.
12893 On Under
1 Structure No.
0212 0904 X Control No.
012 Lane Ind.
Milepoint
09040 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
8 M. E. OF WOODS C/L Sufficiency
86.1 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.5 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
1953 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
32.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.008 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
34.4 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
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.44 HS Inv. Rating Method
1 HS Inv. Method
27.86 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12893 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10X3X39.6ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0904 X H Index
90.3442 Latitude
36:53:56.97 Longitude
-98:23:45.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12893 Vault Link
http://plansrv1/bridgemaintvault/b12893 GIS FO/SD
Meets Standards H Inv. Method
15.49 Latitude DD
36.89915833 Longitude DD
-98.39598333 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13328 x
-10953390.760399 y
4425060.0644831 |
|||||||||||||||||||||||||||||||||||||
| 13175 | 4040 2382 X | 13175 | Le Flore | S.H. 63 | CREEK | 4040 2382 X | (3) 10ft. X 5ft. X 33ft. RCB | 1954 | 34.64651667 | -94.66855278 | 34 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | 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 | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13322 BRKEY
13175 NBI No.
13175 On Under
1 Structure No.
4040 2382 X Control No.
040 Lane Ind.
Milepoint
23820 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
1.14 W JCT US-259 Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 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
590 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N 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
944 Future ADT Year
2042 Bypass Detour
24.8 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
13175 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 5ft. X 33ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2382 X H Index
98.35 Latitude
34:38:47.46 Longitude
-94:40:06.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
139 NBI Text
13175 Vault Link
http://plansrv1/bridgemaintvault/b13175 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.64651667 Longitude DD
-94.66855278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13322 x
-10538455.0896057 y
4115947.32784172 |
|||||||||||||||||||||||||||||||||||||
| 13090 | 6524 1314 X | 13090 | Roger Mills | S.H. 47 | SERGEANT MAJOR CREEK | 6524 1314 X | 40ft.-60ft.-60ft. I-BEAM SPANS | 1953 | 35.61405833 | -99.68000556 | 161.499 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13321 BRKEY
13090 NBI No.
13090 On Under
1 Structure No.
6524 1314 X Control No.
024 Lane Ind.
Milepoint
13140 Facility Carried
S.H. 47 Feature Intersected
SERGEANT MAJOR CREEK Division
05 County
129 Location
13.2 MI E JCT S.H. 30 Sufficiency
89.4 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
1953 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
161.499 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
7 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
47.9 HS Inv. Rating Method
3 HS Inv. Method
36.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13090 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-60ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 1314 X H Index
94.9763 Latitude
35:36:50.61 Longitude
-99:40:48.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 47 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
13090 Vault Link
http://plansrv1/bridgemaintvault/b13090 GIS FO/SD
Meets Standards H Inv. Method
36.8 Latitude DD
35.61405833 Longitude DD
-99.68000556 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13321 x
-11096327.4612099 y
4247645.51858646 |
|||||||||||||||||||||||||||||||||||||
| 13089 | 5106R1124 X | 13089 | Muskogee | U.S. 62 | MUNARD BAYON CREEK | 5106R1124 X | 80ft. PONY TRUSS & 2-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1953 | 35.79833333 | -95.12333333 | 163.058 | 28.999 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13320 BRKEY
13089 NBI No.
13089 On Under
1 Structure No.
5106R1124 X Control No.
006 Lane Ind.
Milepoint
11240 Facility Carried
U.S. 62 Feature Intersected
MUNARD BAYON CREEK Division
01 County
101 Location
11.2 MI E JCT SH 16 Sufficiency
40.9 Kind Hwy
2 Level Service
1 Route No.
00062 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
1953 ADT Total
7400 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 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
43.999 Span Type Main
M Material
3 - Steel Design
10 Length
163.058 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6500 Future ADT Year
2017 Bypass Detour
29.204446 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
13089 ODOT County
51 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
80ft. PONY TRUSS & 2-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5106R1124 X H Index
100 Latitude
35:47:54 Longitude
-95:07:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
6 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13089 Vault Link
http://plansrv1/bridgemaintvault/b13089 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.79833333 Longitude DD
-95.12333333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13320 x
-10589081.0288544 y
4272907.71230988 |
|||||||||||||||||||||||||||||||||||||
| 13088 | 7620 0983 X | 13088 | Woods | S.H. 14 | EAGLE CHIEF CREEK | 7620 0983 X | 4-40ft. I-BM. SPANS | 1953 | 36.724364 | -98.8816 | 161.499 | 30.666 | — | 4 | 0 | 2 | 28.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13319 BRKEY
13088 NBI No.
13088 On Under
1 Structure No.
7620 0983 X Control No.
020 Lane Ind.
Milepoint
09830 Facility Carried
S.H. 14 Feature Intersected
EAGLE CHIEF CREEK Division
06 County
151 Location
5.0 MI S JCT US-64 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00014 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
1953 ADT Total
450 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
28.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
28.501 Span Type Main
M Material
3 - Steel Design
02 Length
161.499 Deck Width
30.666 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
6 Sub Rating
6 Chan. Rating
6 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
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
39.146385 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
13088 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 0983 X H Index
92.098 Latitude
36:43:27.71 Longitude
-98:52:53.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 14 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
13088 Vault Link
http://plansrv1/bridgemaintvault/b13088 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
36.724364 Longitude DD
-98.8816 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13319 x
-11007449.3608242 y
4400756.0077116 |
|||||||||||||||||||||||||||||||||||||
| 13087 | 6524 0979 X | 13087 | Roger Mills | S.H. 47 | EAST BROKEN LEG CREEK | 6524 0979 X | 50ft.-60ft.-50ft. I-BEAM SPANS, SK. 30 DEG. R.F. | 1953 | 35.61006667 | -99.7379 | 162.073 | 30 | — | 3 | 30 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | 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 | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13318 BRKEY
13087 NBI No.
13087 On Under
1 Structure No.
6524 0979 X Control No.
024 Lane Ind.
Milepoint
09790 Facility Carried
S.H. 47 Feature Intersected
EAST BROKEN LEG CREEK Division
05 County
129 Location
9.8 MI E JCT S.H. 30 Sufficiency
88.1 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
1953 ADT Total
980 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
162.073 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.6 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 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
13087 ODOT County
65 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.-60ft.-50ft. I-BEAM SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 0979 X H Index
95.1908 Latitude
35:36:36.24 Longitude
-99:44:16.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 47 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
13087 Vault Link
http://plansrv1/bridgemaintvault/b13087 GIS FO/SD
Meets Standards H Inv. Method
30.9 Latitude DD
35.61006667 Longitude DD
-99.7379 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13318 x
-11102772.2407904 y
4247098.94849996 |
|||||||||||||||||||||||||||||||||||||
| 13086 | 0106R0689 X | 13086 | Adair | U.S. 59 | BALLARD CREEK | 0106 0689 X | 4-40ft. CONC. GIRDER SPANS W/ 28ft. CLR.RDY. | 1953 | 36.086356 | -94.587286 | 161.089 | 31.001 | — | 4 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5600 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13317 BRKEY
13086 NBI No.
13086 On Under
1 Structure No.
0106R0689 X Control No.
006 Lane Ind.
Milepoint
06890 Facility Carried
U.S. 59 Feature Intersected
BALLARD CREEK Division
01 County
001 Location
6.8 MI.N.JCT.US 62 Sufficiency
45.4 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
5600 ADT Year
2018 Design Load
H 20 Skew
0 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
32.001 Span Type Main
M Material
1 - Concrete Design
02 Length
161.089 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.3 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2038 Bypass Detour
99.897848 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
-1 Min Measured Clearance
-1 NBI Rating
13086 ODOT County
01 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
4-40ft. CONC. GIRDER SPANS W/ 28ft. CLR.RDY. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0106 0689 X H Index
85.4548 Latitude
36:05:10.88 Longitude
-94:35:14.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13086 NBI Text
13086 Vault Link
http://plansrv1/bridgemaintvault/b13086 GIS FO/SD
FO H Inv. Method
22 Latitude DD
36.086356 Longitude DD
-94.587286 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13317 x
-10529408.5130377 y
4312510.33962242 |
|||||||||||||||||||||||||||||||||||||
| 13085 | 3828R0096 X | 13085 | Kiowa | S.H. 54 | GOTEBO CREEK | 3828 0096 X | 4-40ft. I-BEAM SPANS | 1953 | 35.08678889 | -98.86710833 | 161.089 | 28.501 | — | 4 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.6 | 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 | 910 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13316 BRKEY
13085 NBI No.
13085 On Under
1 Structure No.
3828R0096 X Control No.
028 Lane Ind.
Milepoint
00960 Facility Carried
S.H. 54 Feature Intersected
GOTEBO CREEK Division
05 County
075 Location
1.0 MI N S.H. 9 Sufficiency
35.6 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
910 ADT Year
2011 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
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1456 Future ADT Year
2031 Bypass Detour
29.204446 School Bus Rte.
2 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
13085 ODOT County
38 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
4-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3828 0096 X H Index
61.3968 Latitude
35:05:12.44 Longitude
-98:52:01.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
13085 Vault Link
http://plansrv1/bridgemaintvault/b13085 GIS FO/SD
SD H Inv. Method
14.991 Latitude DD
35.08678889 Longitude DD
-98.86710833 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13316 x
-11005836.155499 y
4175681.6712256 |
|||||||||||||||||||||||||||||||||||||
| 12988 | 0846 1463 X | 12988 | Caddo | S.H. 19 | CREEK | 0846 1463 X | (13ft.-17ft.-13ft.)X 12ft.X 32ft. R.C.BOX WITH 3ft. CURTAIN WALL DOWNSTREAM | 1953 | 34.89860278 | -98.38021389 | 46.916 | 33.999 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.4 | 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) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13315 BRKEY
12988 NBI No.
12988 On Under
1 Structure No.
0846 1463 X Control No.
046 Lane Ind.
Milepoint
14630 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
015 Location
.8 MI W JCT US 62 Sufficiency
90.4 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
33.999 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
37 HS Inv. Rating Method
3 HS Inv. Method
28.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12988 ODOT County
08 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 12ft.X 32ft. R.C.BOX WITH 3ft. CURTAIN WALL DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 1463 X H Index
99.344 Latitude
34:53:54.97 Longitude
-98:22:48.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
12988 Vault Link
http://plansrv1/bridgemaintvault/b12988 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
34.89860278 Longitude DD
-98.38021389 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13315 x
-10951635.3143681 y
4150110.19020373 |
|||||||||||||||||||||||||||||||||||||
| 12987 | 6810 1389 X | 12987 | Sequoyah | U.S. 64 | CAMP CREEK | 6810 1389 X | (13ft. - 17ft. - 13ft.) X 13ft. X 123.4ft. LONG RCB | 1953 | 35.40528333 | -94.56827222 | 54.301 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13314 BRKEY
12987 NBI No.
12987 On Under
1 Structure No.
6810 1389 X Control No.
010 Lane Ind.
Milepoint
13890 Facility Carried
U.S. 64 Feature Intersected
CAMP CREEK Division
01 County
135 Location
1.9 E JCT US-64B Sufficiency
83.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80.499 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
1953 ADT Total
8500 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
5 Fill RCB
FG Appr. Roadway Width
80.499 Span Type Main
M Material
1 - Concrete Design
19 Length
54.301 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 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
13600 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12987 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 13ft. X 123.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1389 X H Index
66.8161 Latitude
35:24:19.02 Longitude
-94:34:05.78 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
10-1389 NBI Text
12987 Vault Link
http://plansrv1/bridgemaintvault/b12987 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.40528333 Longitude DD
-94.56827222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13314 x
-10527291.9087301 y
4219094.83891138 |
|||||||||||||||||||||||||||||||||||||
| 12986 | 4718 1288 X | 12986 | Major | S.H. 8 | CREEK | 4718 1288 X | (12ft.-14ft.-12ft.) X 6ft. X | 1953 | 36.27523333 | -98.41311667 | 40.026 | 38.399 | — | 3 | 0 | 2 | 36.401 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.4 | 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) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13313 BRKEY
12986 NBI No.
12986 On Under
1 Structure No.
4718 1288 X Control No.
018 Lane Ind.
Milepoint
12880 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
093 Location
3.5 MI E JCT US 60 Sufficiency
90.4 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.401 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
1953 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.401 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
40.026 Deck Width
38.399 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
14.912909 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
12986 ODOT County
47 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 6ft. X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4718 1288 X H Index
86.5865 Latitude
36:16:30.84 Longitude
-98:24:47.22 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12986 Vault Link
http://plansrv1/bridgemaintvault/b12986 GIS FO/SD
Meets Standards H Inv. Method
19.5 Latitude DD
36.27523333 Longitude DD
-98.41311667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13313 x
-10955298.0350834 y
4338559.44248057 |
|||||||||||||||||||||||||||||||||||||
| 12985 | 2130 1196 X | 12985 | Delaware | U.S. 412 ALT. | SPRING CREEK | 2130 1196 X | (10ft.-10ft.-8ft.-10ft.-10ft.)X 8ft.X 30ft. R.C.BOX | 1953 | 36.20513056 | -94.80657222 | 53.999 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13312 BRKEY
12985 NBI No.
12985 On Under
1 Structure No.
2130 1196 X Control No.
030 Lane Ind.
Milepoint
11960 Facility Carried
U.S. 412 ALT. Feature Intersected
SPRING CREEK Division
08 County
041 Location
1.5 MI W US59 Sufficiency
87.6 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 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
53.999 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
4960 Future ADT Year
2042 Bypass Detour
39.767756 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
12985 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
(10ft.-10ft.-8ft.-10ft.-10ft.)X 8ft.X 30ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2130 1196 X H Index
67 Latitude
36:12:18.47 Longitude
-94:48:23.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
12985 Vault Link
http://plansrv1/bridgemaintvault/b12985 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.20513056 Longitude DD
-94.80657222 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13312 x
-10553819.3433861 y
4328883.85489393 |
|||||||||||||||||||||||||||||||||||||
| 12984 | 1918 0994 X | 12984 | Creek | S.H. 33 | SCHOLAR CREEK | 1918 0994 X | 13ft.-17ft.-15ft.X15ft.X95ft. | 1953 | 36.00289167 | -96.44880278 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13311 BRKEY
12984 NBI No.
12984 On Under
1 Structure No.
1918 0994 X Control No.
018 Lane Ind.
Milepoint
09940 Facility Carried
S.H. 33 Feature Intersected
SCHOLAR CREEK Division
08 County
037 Location
9.7 MI E PAYNE C/L Sufficiency
89.3 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
3500 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
6 Appr. Roadway Width
40.026 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 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
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
5600 Future ADT Year
2042 Bypass Detour
29.204446 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
12984 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-17ft.-15ft.X15ft.X95ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1918 0994 X H Index
98.2659 Latitude
36:00:10.41 Longitude
-96:26:55.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12984 Vault Link
http://plansrv1/bridgemaintvault/b12984 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.00289167 Longitude DD
-96.44880278 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13311 x
-10736631.6130905 y
4301019.26867211 |
|||||||||||||||||||||||||||||||||||||
| 12983 | 5126 0992 X | 12983 | Muskogee | S.H. 2 | GEORGES FORK TRIB. | 5126 0992 X | (13ft.-17ft.-13ft.)X 15ft.X | 1953 | 35.39736667 | -95.27433889 | 46.916 | 36 | — | 3 | 0 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13310 BRKEY
12983 NBI No.
12983 On Under
1 Structure No.
5126 0992 X Control No.
026 Lane Ind.
Milepoint
09920 Facility Carried
S.H. 2 Feature Intersected
GEORGES FORK TRIB. Division
01 County
101 Location
10.1 MI N C/L Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
36 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 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
5120 Future ADT Year
2042 Bypass Detour
64.1 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
12983 ODOT County
51 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 15ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 0992 X H Index
63.7955 Latitude
35:23:50.52 Longitude
-95:16:27.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12983 Vault Link
http://plansrv1/bridgemaintvault/b12983 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.39736667 Longitude DD
-95.27433889 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13310 x
-10605890.8909006 y
4218013.66728422 |
|||||||||||||||||||||||||||||||||||||
| 12892 | 1937T0860 X | 12892 | Creek | TURNER TP (I-44) | CREEK | 1937T0860 X | 2-10ft. X 10ft. X 176ft. RCB | 1953 | 35.821425 | -96.48218889 | 21.001 | 177.999 | — | 2 | 0 | 4 | 176.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13309 BRKEY
12892 NBI No.
12892 On Under
1 Structure No.
1937T0860 X Control No.
037 Lane Ind.
Milepoint
08600 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
55.7 MI N E JCT I-35 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
176.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
177.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12892 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 176ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0860 X H Index
98.4061 Latitude
35:49:17.13 Longitude
-96:28:55.88 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55.70 NBI Text
12892 Vault Link
http://plansrv1/bridgemaintvault/b12892 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.821425 Longitude DD
-96.48218889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13309 x
-10740348.1378552 y
4276077.46623447 |
|||||||||||||||||||||||||||||||||||||
| 12891 | 5576T0836 X | 12891 | Oklahoma | TURNER TP (I-44) | CREEK | 5576T0836 X | 2-12ft. X 12ft. X 201ft. RCB SPANS | 1953 | 35.62708889 | -97.28216111 | 25 | 202.999 | — | 2 | 0 | 4 | 201.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13308 BRKEY
12891 NBI No.
12891 On Under
1 Structure No.
5576T0836 X Control No.
076 Lane Ind.
Milepoint
08360 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
04 County
109 Location
8.4 MI NE JCT I-35 Sufficiency
68 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
201.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
202.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12891 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 12ft. X 201ft. RCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0836 X H Index
95.1332 Latitude
35:37:37.52 Longitude
-97:16:55.78 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08.36 NBI Text
12891 Vault Link
http://plansrv1/bridgemaintvault/b12891 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.62708889 Longitude DD
-97.28216111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13308 x
-10829400.6380344 y
4249429.95720633 |
|||||||||||||||||||||||||||||||||||||
| 12890 | 4008R0775 X | 12890 | Le Flore | U.S. 59 | CREEK | 4008 0775 X | (2) 10ft. x 10ft. x 36ft. RCB | 1953 | 35.29041944 | -94.76110556 | 22.999 | 37.999 | — | 2 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | 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 | 02 - Principal Arterial Other (Rural) | C | 3800 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
13307 BRKEY
12890 NBI No.
12890 On Under
1 Structure No.
4008R0775 X Control No.
008 Lane Ind.
Milepoint
07750 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
2.28 N JCT SH-9 Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
3800 ADT Year
2010 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
37.999 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
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2030 Bypass Detour
6.835083 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
12890 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
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. x 10ft. x 36ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0775 X H Index
100 Latitude
35:17:25.51 Longitude
-94:45:39.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
065 NBI Text
12890 Vault Link
http://plansrv1/bridgemaintvault/b12890 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.29041944 Longitude DD
-94.76110556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13307 x
-10548758.0179468 y
4203418.35957647 |
|||||||||||||||||||||||||||||||||||||
| 12889 | 2520 0738 X | 12889 | Garvin | S.H. 29 | CREEK | 2520 0738 X | 2-10ft.X10ft.X90ft. RDY R. | 1953 | 34.62287222 | -97.43406111 | 25.919 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13306 BRKEY
12889 NBI No.
12889 On Under
1 Structure No.
2520 0738 X Control No.
020 Lane Ind.
Milepoint
07380 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
7.4 MI E STEPHENS CO Sufficiency
74.3 Kind Hwy
3 Level Service
1 Route No.
00029 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
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
39.146385 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
12889 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X90ft. RDY R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 0738 X H Index
89.7403 Latitude
34:37:22.34 Longitude
-97:26:02.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12889 Vault Link
http://plansrv1/bridgemaintvault/b12889 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
34.62287222 Longitude DD
-97.43406111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13306 x
-10846310.0686859 y
4112748.35776517 |
|||||||||||||||||||||||||||||||||||||
| 12888 | 0540 0724 X | 12888 | Beckham | S.H. 6 | CREEK | 0540 0724 X | 2-10ft.X10ft.X59ft. RDY. R.C.B. | 1953 | 35.40729167 | -99.717125 | 22.966 | 61.001 | — | 2 | 0 | 2 | 59.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | 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 | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13305 BRKEY
12888 NBI No.
12888 On Under
1 Structure No.
0540 0724 X Control No.
040 Lane Ind.
Milepoint
07240 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
7.4 MI E JCT S.H. 152 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
59.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
59.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
61.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.95 HS Inv. Rating Method
1 HS Inv. Method
34.17 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
24.233476 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
12888 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X59ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0540 0724 X H Index
96.7 Latitude
35:24:26.25 Longitude
-99:43:01.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12888 Vault Link
http://plansrv1/bridgemaintvault/b12888 GIS FO/SD
Meets Standards H Inv. Method
18.98 Latitude DD
35.40729167 Longitude DD
-99.717125 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13305 x
-11100459.5783692 y
4219369.13310828 |
|||||||||||||||||||||||||||||||||||||
| 12887 | 0226 0718 X | 12887 | Alfalfa | S.H. 58 | CREEK | 0226 0718 X | 2-10X7X37.7ft. RCB | 1953 | 36.63259167 | -98.25295833 | 23.95 | 32.598 | — | 2 | 30 | 2 | 31.001 | 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) | B | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13304 BRKEY
12887 NBI No.
12887 On Under
1 Structure No.
0226 0718 X Control No.
026 Lane Ind.
Milepoint
07180 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
06 County
003 Location
2.3 MI.S.OF JCT.US64 Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.001 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
1953 ADT Total
690 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
32.598 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.13 HS Inv. Rating Method
1 HS Inv. Method
25.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12887 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10X7X37.7ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0226 0718 X H Index
95.4769 Latitude
36:37:57.33 Longitude
-98:15:10.65 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
12887 Vault Link
http://plansrv1/bridgemaintvault/b12887 GIS FO/SD
Meets Standards H Inv. Method
14.38 Latitude DD
36.63259167 Longitude DD
-98.25295833 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13304 x
-10937469.2902283 y
4388017.79026719 |
|||||||||||||||||||||||||||||||||||||
| 13174 | 2220 1302 X | 13174 | Dewey | S.H. 34 | CREEK | 2220 1302 X | 3-10ft.X12ft.X75ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1954 | 35.98818333 | -99.29505278 | 39.042 | 77.001 | — | 3 | 30 | 2 | 75 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | 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
13303 BRKEY
13174 NBI No.
13174 On Under
1 Structure No.
2220 1302 X Control No.
020 Lane Ind.
Milepoint
13020 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
043 Location
13.1 MI N CUSTER C/L Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
75 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
1100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
75 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
77.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 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
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
64.001232 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
13174 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X75ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2220 1302 X H Index
95.38 Latitude
35:59:17.46 Longitude
-99:17:42.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13174 Vault Link
http://plansrv1/bridgemaintvault/b13174 GIS FO/SD
Meets Standards H Inv. Method
73.16 Latitude DD
35.98818333 Longitude DD
-99.29505278 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13303 x
-11053474.7137608 y
4298995.53826997 |
|||||||||||||||||||||||||||||||||||||
| 13173 | 0516 1148 X | 13173 | Beckham | S.H. 30 | CREEK | 0516 1148 X | 3-10ft.X10ft.X32ft. RDY. R.C.B. W/CONC. HANDRAILS | 1954 | 35.19679444 | -99.90585556 | 34.121 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 220 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13302 BRKEY
13173 NBI No.
13173 On Under
1 Structure No.
0516 1148 X Control No.
016 Lane Ind.
Milepoint
11480 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
009 Location
11.6 MI N HARMON CO. Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
220 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
53.683 HS Inv. Rating Method
2 HS Inv. Method
41.447 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
352 Future ADT Year
2042 Bypass Detour
55.923407 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
13173 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X32ft. RDY. R.C.B. W/CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0516 1148 X H Index
94.5859 Latitude
35:11:48.46 Longitude
-99:54:21.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13173 Vault Link
http://plansrv1/bridgemaintvault/b13173 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
35.19679444 Longitude DD
-99.90585556 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13302 x
-11121468.9682055 y
4190656.98607411 |
|||||||||||||||||||||||||||||||||||||
| 13172 | 2014 0805 X | 13172 | Custer | S.H. 33 | CREEK | 2014 0805 X | 3-10ft.X10ft.X40ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1954 | 35.63473611 | -99.23447778 | 39.042 | 42.001 | — | 3 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13301 BRKEY
13172 NBI No.
13172 On Under
1 Structure No.
2014 0805 X Control No.
014 Lane Ind.
Milepoint
08050 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
05 County
039 Location
8.2 MI E JCT S.H. 34 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.683 HS Inv. Rating Method
3 HS Inv. Method
41.447 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
49.088324 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
13172 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X40ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 0805 X H Index
96.8935 Latitude
35:38:05.05 Longitude
-99:14:04.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13172 Vault Link
http://plansrv1/bridgemaintvault/b13172 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
35.63473611 Longitude DD
-99.23447778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13301 x
-11046731.535606 y
4250477.32273386 |
|||||||||||||||||||||||||||||||||||||
| 13171 | 5718 0642 X | 13171 | Osage | S.H. 20 | CREEK | 5718 0642 X | 3-10ft. X 12ft. X 30ft. R. | 1954 | 36.46911667 | -96.61624444 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13300 BRKEY
13171 NBI No.
13171 On Under
1 Structure No.
5718 0642 X Control No.
018 Lane Ind.
Milepoint
06420 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
113 Location
6.6 MI. E. JCT. SH18 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00020 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
1954 ADT Total
820 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
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.9 HS Inv. Rating Method
1 HS Inv. Method
40.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
19.883878 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
13171 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 12ft. X 30ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5718 0642 X H Index
63.2047 Latitude
36:28:08.82 Longitude
-96:36:58.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13171 Vault Link
http://plansrv1/bridgemaintvault/b13171 GIS FO/SD
Meets Standards H Inv. Method
22.7 Latitude DD
36.46911667 Longitude DD
-96.61624444 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13300 x
-10755271.1334192 y
4365364.58606809 |
|||||||||||||||||||||||||||||||||||||
| 13170 | 5509 0562 X | 13170 | Oklahoma | I-35 | CREEK | 5509 0562 X | 3-10ft.X 8ft.X 379ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS | 1954 | 35.61686111 | -97.42427778 | 32.999 | 0 | — | 3 | 0 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 66900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13299 BRKEY
13170 NBI No.
13170 On Under
1 Structure No.
5509 0562 X Control No.
009 Lane Ind.
Milepoint
05620 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
109 Location
0.6 MI N OF MEMORIAL RD. Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1954 ADT Total
66900 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
10 Fill RCB
6 Appr. Roadway Width
126.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
88.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
107040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13170 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 379ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0562 X H Index
97.5913 Latitude
35:37:00.7 Longitude
-97:25:27.4 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13170 Vault Link
http://plansrv1/bridgemaintvault/b13170 GIS FO/SD
Meets Standards H Inv. Method
49 Latitude DD
35.61686111 Longitude DD
-97.42427778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13299 x
-10845220.993372 y
4248029.31399239 |
|||||||||||||||||||||||||||||||||||||
| 13169 | 2532 0468 X | 13169 | Garvin | S.H. 76 | CREEK | 2532 0468 X | 3-10ft.X 6ft.X 40ft. RDY R.C.BOX WITH HANDRAILS | 1954 | 34.57509722 | -97.51031389 | 34.121 | 37.999 | — | 3 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13298 BRKEY
13169 NBI No.
13169 On Under
1 Structure No.
2532 0468 X Control No.
032 Lane Ind.
Milepoint
04680 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
03 County
049 Location
4.7 MI N CARTER C/L Sufficiency
88.9 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.28 HS Inv. Rating Method
1 HS Inv. Method
25.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13169 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 40ft. RDY R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2532 0468 X H Index
96.8799 Latitude
34:34:30.35 Longitude
-97:30:37.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13169 Vault Link
http://plansrv1/bridgemaintvault/b13169 GIS FO/SD
Meets Standards H Inv. Method
14.42 Latitude DD
34.57509722 Longitude DD
-97.51031389 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13298 x
-10854798.4893271 y
4106287.4307955 |
|||||||||||||||||||||||||||||||||||||
| 13084 | 4134T2790 XR | 13084 | Lincoln | TURNPIKE RAMP | TURNER TP (I-44) UNDER | 4134T2790 X | 26ft.-45ft.-57ft.-26ft. I-BEAM SPANS | 1953 | 35.75657778 | -96.66699444 | 152.999 | 39.701 | — | 4 | 0 | 2 | 34.701 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 14300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13297 BRKEY
13084 NBI No.
13084 On Under
1 Structure No.
4134T2790 XR Control No.
Lane Ind.
Milepoint
Facility Carried
TURNPIKE RAMP Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
44.2 MI N E JCT I-35 Sufficiency
76 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.3 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
14300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
34.701 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
34.701 Span Type Main
M Material
3 - Steel Design
02 Length
152.999 Deck Width
39.701 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
78.044 HS Inv. Rating Method
1 HS Inv. Method
46.848 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22880 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1509 Min Measured Clearance
1408 NBI Rating
13084 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft.-45ft.-57ft.-26ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2790 X H Index
95.4549 Latitude
35:45:23.68 Longitude
-96:40:01.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
TURNPIKE RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
44.20 NBI Text
13084 Vault Link
http://plansrv1/bridgemaintvault/b13084 GIS FO/SD
FO H Inv. Method
31.636 Latitude DD
35.75657778 Longitude DD
-96.66699444 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13297 x
-10760920.597577 y
4267178.33773214 |
|||||||||||||||||||||||||||||||||||||
| 13083 | 4134T1490 XR | 13083 | Lincoln | TURNPIKE RAMP | TURNER TP (I-44) UNDER | 4134T1490 X | 25ft.-44ft.-56ft.-25ft. I-BEAM | 1953 | 35.71792778 | -96.88900833 | 154.856 | 39.701 | — | 4 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 14300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13296 BRKEY
13083 NBI No.
13083 On Under
1 Structure No.
4134T1490 XR Control No.
Lane Ind.
Milepoint
Facility Carried
TURNPIKE RAMP Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
31.3 MI N E JCT I-35 Sufficiency
65 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
14300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.001 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 Deck Width
39.701 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
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
46.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22880 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1406 Max Measured Clearance
1503 Min Measured Clearance
1406 NBI Rating
13083 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft.-44ft.-56ft.-25ft. I-BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1490 X H Index
88.7953 Latitude
35:43:04.54 Longitude
-96:53:20.43 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
TURNPIKE RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
31.30 NBI Text
13083 Vault Link
http://plansrv1/bridgemaintvault/b13083 GIS FO/SD
FO H Inv. Method
31.6 Latitude DD
35.71792778 Longitude DD
-96.88900833 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13296 x
-10785635.0707608 y
4261877.76169724 |
|||||||||||||||||||||||||||||||||||||
| 13082 | 2520 0903 X | 13082 | Garvin | S.H. 29 | EAST ROCK CREEK | 2520 0903 X | 3-50ft. CONCRETE GIRDE | 1953 | 34.62293611 | -97.40591111 | 151.903 | 33.136 | — | 3 | 30 | 2 | 27.887 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.3 | Fair (5) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13295 BRKEY
13082 NBI No.
13082 On Under
1 Structure No.
2520 0903 X Control No.
020 Lane Ind.
Milepoint
09030 Facility Carried
S.H. 29 Feature Intersected
EAST ROCK CREEK Division
03 County
049 Location
8.9 MI E STEPHENS CO Sufficiency
65.3 Kind Hwy
3 Level Service
1 Route No.
00029 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
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
151.903 Deck Width
33.136 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
39.146385 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
13082 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
3 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-50ft. CONCRETE GIRDE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 0903 X H Index
98.5087 Latitude
34:37:22.57 Longitude
-97:24:21.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13082 Vault Link
http://plansrv1/bridgemaintvault/b13082 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.62293611 Longitude DD
-97.40591111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13295 x
-10843176.4250201 y
4112757.00051866 |
|||||||||||||||||||||||||||||||||||||
| 13081 | 5604R0738WX | 13081 | Okmulgee | U.S. 62 | MONTEZUMA CREEK | 5604 0738WX | (3) 50ft. RC BEAM | 1953 | 35.53549167 | -95.95236111 | 152.001 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.6 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13294 BRKEY
13081 NBI No.
13081 On Under
1 Structure No.
5604R0738WX Control No.
004 Lane Ind.
W Milepoint
07380 Facility Carried
U.S. 62 Feature Intersected
MONTEZUMA CREEK Division
01 County
111 Location
7.38 N JCT I-40 Sufficiency
69.6 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
7950 ADT Year
2014 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
53.999 Span Type Main
M Material
1 - Concrete Design
02 Length
152.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.611 HS Inv. Rating Method
1 HS Inv. Method
34.723 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13081 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(3) 50ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0738WX H Index
96.8592 Latitude
35:32:07.77 Longitude
-95:57:08.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0738W NBI Text
13081 Vault Link
http://plansrv1/bridgemaintvault/b13081 GIS FO/SD
Meets Standards H Inv. Method
26.676 Latitude DD
35.53549167 Longitude DD
-95.95236111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13294 x
-10681367.9791775 y
4236892.54993607 |
|||||||||||||||||||||||||||||||||||||
| 13080 | 1937T0347 X | 13080 | Creek | CO. RD. N3620 | TURNER TP (I-44) UNDER | 1937T0340 X | 28ft.,2-43ft.,28ft. I-BEAM SPANS | 1953 | 35.79493056 | -96.565725 | 149.934 | 29.701 | — | 4 | 29 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13293 BRKEY
13080 NBI No.
13080 On Under
1 Structure No.
1937T0347 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3620 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
50.5 MI N E JCT I-35 Sufficiency
86.2 Kind Hwy
4 Level Service
1 Route No.
N3620 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
29 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
77.999 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 Deck Width
29.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
48.5 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1704 Min Measured Clearance
1507 NBI Rating
13080 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
28ft.,2-43ft.,28ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0340 X H Index
89.2229 Latitude
35:47:41.75 Longitude
-96:33:56.61 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3620 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50.50 NBI Text
13080 Vault Link
http://plansrv1/bridgemaintvault/b13080 GIS FO/SD
FO H Inv. Method
21 Latitude DD
35.79493056 Longitude DD
-96.565725 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13293 x
-10749647.3350833 y
4272440.69780763 |
|||||||||||||||||||||||||||||||||||||
| 13079 | 6702 0402 X | 13079 | Seminole | U.S. 270 | CARTER CREEK | 6702 0402 X | 6-25ft. CONC. SLAB SPA | 1953 | 35.22110556 | -96.64361667 | 149.934 | 31.001 | — | 6 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.2 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13292 BRKEY
13079 NBI No.
13079 On Under
1 Structure No.
6702 0402 X Control No.
002 Lane Ind.
Milepoint
04020 Facility Carried
U.S. 270 Feature Intersected
CARTER CREEK Division
03 County
133 Location
1.7 MI E SH 3 Sufficiency
30.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1953 ADT Total
7400 ADT Year
2022 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
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.502 HS Inv. Rating Method
1 HS Inv. Method
27.448 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
8.699197 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
13079 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0402 X H Index
71.4232 Latitude
35:13:15.98 Longitude
-96:38:37.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
1 - Slab FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13079 Vault Link
http://plansrv1/bridgemaintvault/b13079 GIS FO/SD
FOSD H Inv. Method
15.212 Latitude DD
35.22110556 Longitude DD
-96.64361667 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13292 x
-10758318.1961247 y
4193969.25030464 |
|||||||||||||||||||||||||||||||||||||
| 12982 | 0221 0899 X | 12982 | Alfalfa | S.H. 45 | CREEK | 0221 0899 X | 3-10X6X89.4ft. RCB | 1953 | 36.53556111 | -98.265525 | 46.916 | 32.001 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13291 BRKEY
12982 NBI No.
12982 On Under
1 Structure No.
0221 0899 X Control No.
021 Lane Ind.
Milepoint
08990 Facility Carried
S.H. 45 Feature Intersected
CREEK Division
06 County
003 Location
JCT. SH45 & SH58 Sufficiency
83.2 Kind Hwy
3 Level Service
1 Route No.
00045 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
1953 ADT Total
850 ADT Year
2022 Design Load
HS 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
FG Appr. Roadway Width
24.006 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.28 HS Inv. Rating Method
1 HS Inv. Method
25.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1360 Future ADT Year
2042 Bypass Detour
19.999949 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
12982 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X6X89.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0221 0899 X H Index
96.7896 Latitude
36:32:08.02 Longitude
-98:15:55.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 45 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12982 Vault Link
http://plansrv1/bridgemaintvault/b12982 GIS FO/SD
Meets Standards H Inv. Method
14.42 Latitude DD
36.53556111 Longitude DD
-98.265525 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13291 x
-10938868.2055337 y
4374566.2062726 |
|||||||||||||||||||||||||||||||||||||
| 12980 | 6702 0707 X | 12980 | Seminole | U.S. 270 | CREEK | 6702 0707 X | (12ft.-14ft.-12ft.)X 14ft.X | 1953 | 35.191994 | -96.602608 | 41.995 | 43.999 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13289 BRKEY
12980 NBI No.
12980 On Under
1 Structure No.
6702 0707 X Control No.
002 Lane Ind.
Milepoint
07070 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
4.9 MI E SH 3 Sufficiency
90.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 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
1953 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
43.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 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
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12980 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 14ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0707 X H Index
97.9474 Latitude
35:11:31.18 Longitude
-96:36:09.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12980 Vault Link
http://plansrv1/bridgemaintvault/b12980 GIS FO/SD
Meets Standards H Inv. Method
18.3 Latitude DD
35.191994 Longitude DD
-96.602608 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13289 x
-10753753.1318622 y
4190003.06819388 |
|||||||||||||||||||||||||||||||||||||
| 12979 | 2526 0700 X | 12979 | Garvin | S.H. 29 | CREEK | 2526 0700 X | (13ft.-17ft.-13ft.) X14ft. X | 1953 | 34.65142222 | -97.05014444 | 46.916 | 34.121 | — | 3 | 0 | 2 | 32.152 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13288 BRKEY
12979 NBI No.
12979 On Under
1 Structure No.
2526 0700 X Control No.
026 Lane Ind.
Milepoint
07000 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
7.3 MI E JCT US 77 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00029 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
1953 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
34.121 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
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
2880 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12979 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X14ft. X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2526 0700 X H Index
86.2388 Latitude
34:39:05.12 Longitude
-97:03:00.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12979 Vault Link
http://plansrv1/bridgemaintvault/b12979 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.65142222 Longitude DD
-97.05014444 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13288 x
-10803572.6604744 y
4116611.13727984 |
|||||||||||||||||||||||||||||||||||||
| 12978 | 6608R0656 X | 12978 | Rogers | S.H. 20 | CREEK | 6608 0656 X | (12ft.-14ft.-12ft.)X 11ft.X 40ft. RCBOX | 1953 | 36.30745 | -95.702872 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | 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 | 10000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13287 BRKEY
12978 NBI No.
12978 On Under
1 Structure No.
6608R0656 X Control No.
008 Lane Ind.
Milepoint
06560 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
6.7 MI E TULSA C/L Sufficiency
82 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
10000 ADT Year
2020 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
40 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.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
16000 Future ADT Year
2040 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12978 ODOT County
66 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 11ft.X 40ft. RCBOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6608 0656 X H Index
83.768 Latitude
36:18:26.82 Longitude
-95:42:10.34 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
12978 Vault Link
http://plansrv1/bridgemaintvault/b12978 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.30745 Longitude DD
-95.702872 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13287 x
-10653594.9784938 y
4343008.90213583 |
|||||||||||||||||||||||||||||||||||||
| 12977 | 6702 0426 X | 12977 | Seminole | U.S. 270 | CREEK | 6702 0426 X | 3-10ft.X 8ft.X 44ft. RDY R.C.BOX SK.45 DEG. W/ HANDRAILS | 1953 | 35.218925 | -96.64016111 | 46.916 | 43.999 | — | 3 | 45 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13286 BRKEY
12977 NBI No.
12977 On Under
1 Structure No.
6702 0426 X Control No.
002 Lane Ind.
Milepoint
04260 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
2.0 MI E SH 3 Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 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
1953 ADT Total
7400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
66.1 HS Inv. Rating Method
1 HS Inv. Method
39.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12977 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 44ft. RDY R.C.BOX SK.45 DEG. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0426 X H Index
97.7263 Latitude
35:13:08.13 Longitude
-96:38:24.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12977 Vault Link
http://plansrv1/bridgemaintvault/b12977 GIS FO/SD
Meets Standards H Inv. Method
22.4 Latitude DD
35.218925 Longitude DD
-96.64016111 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13286 x
-10757933.5249451 y
4193672.11980021 |
|||||||||||||||||||||||||||||||||||||
| 12886 | 0834 0640 X | 12886 | Caddo | S.H. 58 | CREEK | 0834 0640 X | 2-10ft.X 10ft.X 32ft. R.C.BOX WITH HANDRAILS | 1953 | 35.00658611 | -98.60280556 | 22.966 | 33.999 | — | 2 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13285 BRKEY
12886 NBI No.
12886 On Under
1 Structure No.
0834 0640 X Control No.
034 Lane Ind.
Milepoint
06400 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
015 Location
6.5 MI N JCT SH 19 Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
930 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32.001 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
22.966 Deck Width
33.999 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
7 Culv. Rating
8 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
50.1 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12886 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 32ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0834 0640 X H Index
100 Latitude
35:00:23.71 Longitude
-98:36:10.1 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
86 NBI Text
12886 Vault Link
http://plansrv1/bridgemaintvault/b12886 GIS FO/SD
Meets Standards H Inv. Method
16.7 Latitude DD
35.00658611 Longitude DD
-98.60280556 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13285 x
-10976414.1057274 y
4164776.2061292 |
|||||||||||||||||||||||||||||||||||||
| 12885 | 4718 0633 X | 12885 | Major | S.H. 8 | CREEK | 4718 0633 X | 2-10ft. X 5ft. X 54.2ft. RCB | 1953 | 36.25653333 | -98.31901667 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13284 BRKEY
12885 NBI No.
12885 On Under
1 Structure No.
4718 0633 X Control No.
018 Lane Ind.
Milepoint
06330 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
093 Location
6.4 MI N BLAINE C/L Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54.199 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1300 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
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.42 HS Inv. Rating Method
1 HS Inv. Method
42.25 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
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12885 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 54.2ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4718 0633 X H Index
96.9445 Latitude
36:15:23.52 Longitude
-98:19:08.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12885 Vault Link
http://plansrv1/bridgemaintvault/b12885 GIS FO/SD
Meets Standards H Inv. Method
23.47 Latitude DD
36.25653333 Longitude DD
-98.31901667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13284 x
-10944822.8709998 y
4335977.61878129 |
|||||||||||||||||||||||||||||||||||||
| 12884 | 0540 0595 X | 12884 | Beckham | S.H. 6 | CREEK | 0540 0595 X | 2-10ft.X10ft.X61ft. RDY. R.C.B. | 1953 | 35.407475 | -99.74025278 | 22.966 | 62.999 | — | 2 | 0 | 2 | 61.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13283 BRKEY
12884 NBI No.
12884 On Under
1 Structure No.
0540 0595 X Control No.
040 Lane Ind.
Milepoint
05950 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
6.1 MI E JCT S.H. 152 Sufficiency
87.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.001 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
1953 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
61.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
62.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.41 HS Inv. Rating Method
1 HS Inv. Method
27.24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 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
12884 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X61ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0540 0595 X H Index
96.37 Latitude
35:24:26.91 Longitude
-99:44:24.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12884 Vault Link
http://plansrv1/bridgemaintvault/b12884 GIS FO/SD
Meets Standards H Inv. Method
15.13 Latitude DD
35.407475 Longitude DD
-99.74025278 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13283 x
-11103034.151062 y
4219394.17221459 |
|||||||||||||||||||||||||||||||||||||
| 12883 | 0226 0456 X | 12883 | Alfalfa | S.H. 58 | CREEK | 0226 0456 X | 2-8X8X83.2ft. RCB | 1953 | 36.59489444 | -98.25425556 | 23.95 | 0 | — | 2 | 45 | 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 | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13282 BRKEY
12883 NBI No.
12883 On Under
1 Structure No.
0226 0456 X Control No.
026 Lane Ind.
Milepoint
04560 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
06 County
003 Location
4.6 MI.N.OF JCT.SH45 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
58.999 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
1953 ADT Total
690 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
7 Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
99.97 HS Inv. Rating Method
1 HS Inv. Method
70.07 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12883 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8X8X83.2ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0226 0456 X H Index
96.0242 Latitude
36:35:41.62 Longitude
-98:15:15.32 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
12883 Vault Link
http://plansrv1/bridgemaintvault/b12883 GIS FO/SD
Meets Standards H Inv. Method
39.01 Latitude DD
36.59489444 Longitude DD
-98.25425556 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13282 x
-10937613.6972114 y
4382789.72220552 |
|||||||||||||||||||||||||||||||||||||
| 12882 | 0834 0433 X | 12882 | Caddo | S.H. 58 | CREEK | 0834 0433 X | 2-10ft.X 6ft.X 32ft. R.C.B | 1953 | 34.97644722 | -98.60266389 | 22.966 | 31.998 | — | 2 | 0 | 2 | 31.998 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | 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 | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13281 BRKEY
12882 NBI No.
12882 On Under
1 Structure No.
0834 0433 X Control No.
034 Lane Ind.
Milepoint
04330 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
015 Location
4.3 MI N JCT SH 19 Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.998 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
1953 ADT Total
930 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
31.998 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
22.966 Deck Width
31.998 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.1 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12882 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 32ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0834 0433 X H Index
100 Latitude
34:58:35.21 Longitude
-98:36:09.59 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
85 NBI Text
12882 Vault Link
http://plansrv1/bridgemaintvault/b12882 GIS FO/SD
Meets Standards H Inv. Method
17.7 Latitude DD
34.97644722 Longitude DD
-98.60266389 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13281 x
-10976398.3350951 y
4160680.87580694 |
|||||||||||||||||||||||||||||||||||||
| 12881 | 5736 0369 X | 12881 | Osage | S.H. 10 | OPOSSUM CREEK | 5736 0369 X | 2-10ft. X 8ft. X 50ft. R.C. BOX | 1953 | 36.93280833 | -96.05994722 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13280 BRKEY
12881 NBI No.
12881 On Under
1 Structure No.
5736 0369 X Control No.
036 Lane Ind.
Milepoint
03690 Facility Carried
S.H. 10 Feature Intersected
OPOSSUM CREEK Division
08 County
113 Location
3.8 MI.W.WASH.CO.LN Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
300 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
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
6 Approach Alignment
7 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
480 Future ADT Year
2042 Bypass Detour
64.001232 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12881 ODOT County
57 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 50ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5736 0369 X H Index
67 Latitude
36:55:58.11 Longitude
-96:03:35.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12881 Vault Link
http://plansrv1/bridgemaintvault/b12881 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.93280833 Longitude DD
-96.05994722 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13280 x
-10693344.4101591 y
4429745.26862031 |
|||||||||||||||||||||||||||||||||||||
| 13186 | 5507 0460 X | 13186 | Oklahoma | I-44 | DEEP FORK CREEK | 5507 0460 X | (13.5ft.-17ft.-13.5ft.)X 13ft.X 218ft. R.C.BOX SK. 75 DEG. | 1954 | 35.51116111 | -97.55663889 | 48.999 | 0 | — | 3 | 15 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 76100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13279 BRKEY
13186 NBI No.
13186 On Under
1 Structure No.
5507 0460 X Control No.
007 Lane Ind.
Milepoint
04600 Facility Carried
I-44 Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
4.57 MI N & E JCT I40 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
54.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1954 ADT Total
76100 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
10 Fill RCB
02 Appr. Roadway Width
160 Span Type Main
M Material
1 - Concrete Design
19 Length
48.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
121760 Future ADT Year
2042 Bypass Detour
3.99999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13186 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13.5ft.-17ft.-13.5ft.)X 13ft.X 218ft. R.C.BOX SK. 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0460 X H Index
95.7797 Latitude
35:30:40.18 Longitude
-97:33:23.9 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13186 Vault Link
http://plansrv1/bridgemaintvault/b13186 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.51116111 Longitude DD
-97.55663889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13279 x
-10859955.3647381 y
4233564.70208812 |
|||||||||||||||||||||||||||||||||||||
| 13185 | 7534 0019 X | 13185 | Washita | S.H. 54A | CORN CREEK | 7534 0019 X | (13ft.-17ft.-13ft.)X15ft.X30ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1954 | 35.377975 | -98.78753611 | 46.916 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13278 BRKEY
13185 NBI No.
13185 On Under
1 Structure No.
7534 0019 X Control No.
034 Lane Ind.
Milepoint
00190 Facility Carried
S.H. 54A Feature Intersected
CORN CREEK Division
05 County
149 Location
WEST EDGE OF CORN Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
0054A 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
1954 ADT Total
610 ADT Year
2022 Design Load
HS 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
26.001 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63.7 HS Inv. Rating Method
1 HS Inv. Method
38.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13185 ODOT County
75 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.)X15ft.X30ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7534 0019 X H Index
88.8141 Latitude
35:22:40.71 Longitude
-98:47:15.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13185 Vault Link
http://plansrv1/bridgemaintvault/b13185 GIS FO/SD
Meets Standards H Inv. Method
18.5 Latitude DD
35.377975 Longitude DD
-98.78753611 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13278 x
-10996978.2164873 y
4215365.81151168 |
|||||||||||||||||||||||||||||||||||||
| 13078 | 1937R3172 X | 13078 | Creek | CO. RD. N3845 | TURNER TP (I-44) UNDER | 1937T3180 X | 30ft.,2-44ft.,30ft. I-BEAM SPANS, SK 60 LF | 1953 | 36.00230278 | -96.14363611 | 149.934 | 21.801 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 150 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13273 BRKEY
13078 NBI No.
13078 On Under
1 Structure No.
1937R3172 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3845 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
78.8 MI N E JCT I-35 Sufficiency
63.4 Kind Hwy
4 Level Service
1 Route No.
N3845 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
150 ADT Year
2016 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 Deck Width
21.801 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
4 HS Operating Rating Method
1 HS Operating Rating
43.982 HS Inv. Rating Method
1 HS Inv. Method
26.015 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2036 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1604 Min Measured Clearance
1504 NBI Rating
13078 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,2-44ft.,30ft. I-BEAM SPANS, SK 60 LF Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3180 X H Index
88.4546 Latitude
36:00:08.29 Longitude
-96:08:37.09 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3845 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
78.80 NBI Text
13078 Vault Link
http://plansrv1/bridgemaintvault/b13078 GIS FO/SD
Meets Standards H Inv. Method
18.96 Latitude DD
36.00230278 Longitude DD
-96.14363611 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13273 x
-10702660.614779 y
4300938.23564743 |
|||||||||||||||||||||||||||||||||||||
| 13077 | 2520 0034 X | 13077 | Garvin | S.H. 29 | WILDCAT CREEK | 2520 0034 X | 3-50ft. CONCRETE GIRDE | 1953 | 34.63035 | -97.557064 | 151.903 | 33.136 | — | 3 | 30 | 2 | 27.887 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.9 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13272 BRKEY
13077 NBI No.
13077 On Under
1 Structure No.
2520 0034 X Control No.
020 Lane Ind.
Milepoint
00340 Facility Carried
S.H. 29 Feature Intersected
WILDCAT CREEK Division
03 County
049 Location
0.3 MI E STEPHENS CO Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00029 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
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
151.903 Deck Width
33.136 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
6 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
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
39.146385 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
13077 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-50ft. CONCRETE GIRDE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 0034 X H Index
90.1548 Latitude
34:37:49.26 Longitude
-97:33:25.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13077 Vault Link
http://plansrv1/bridgemaintvault/b13077 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.63035 Longitude DD
-97.557064 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13272 x
-10860002.6877668 y
4113759.9635955 |
|||||||||||||||||||||||||||||||||||||
| 13076 | 4134T2910 X | 13076 | Lincoln | TURNER TP (I-44) | SALT CREEK | 4134T2910 X | 41ft.-60ft.-41ft. I-BEAM SPA | 1953 | 35.76194444 | -96.64740556 | 145.013 | 74.701 | — | 3 | 0 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13271 BRKEY
13076 NBI No.
13076 On Under
1 Structure No.
4134T2910 X Control No.
034 Lane Ind.
Milepoint
29100 Facility Carried
TURNER TP (I-44) Feature Intersected
SALT CREEK Division
03 County
081 Location
45.4 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
145.013 Deck Width
74.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
109.7 HS Inv. Rating Method
1 HS Inv. Method
65.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13076 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-60ft.-41ft. I-BEAM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2910 X H Index
95.055 Latitude
35:45:43 Longitude
-96:38:50.66 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
45.40 NBI Text
13076 Vault Link
http://plansrv1/bridgemaintvault/b13076 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.76194444 Longitude DD
-96.64740556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13271 x
-10758739.9734302 y
4267914.54096719 |
|||||||||||||||||||||||||||||||||||||
| 13075 | 0846 1530 X | 13075 | Caddo | S.H. 19 | BOX ELDER CREEK | 0846 1530 X | 45ft.-50ft.-45ft. I-BM. SPANS | 1953 | 34.89861111 | -98.3683 | 141.076 | 32.169 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | 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
13270 BRKEY
13075 NBI No.
13075 On Under
1 Structure No.
0846 1530 X Control No.
046 Lane Ind.
Milepoint
15300 Facility Carried
S.H. 19 Feature Intersected
BOX ELDER CREEK Division
07 County
015 Location
.1 MI W JCT US 62 Sufficiency
90 Kind Hwy
3 Level Service
1 Route No.
00019 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
1953 ADT Total
1600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30.03 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
32.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
41 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13075 ODOT County
08 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
45ft.-50ft.-45ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 1530 X H Index
97.8133 Latitude
34:53:55 Longitude
-98:22:05.88 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
103 NBI Text
13075 Vault Link
http://plansrv1/bridgemaintvault/b13075 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.89861111 Longitude DD
-98.3683 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13270 x
-10950309.0662 y
4150111.32081827 |