ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 01937 | 4304R0702 X | 1937 | — | U.S. 77 | HICKORY CREEK | 4304 0702 X | 2-96ft. PONY TRUSS & 2 | 1927 | 34.03740556 | -97.143325 | 297.9 | 31.401 | — | 2 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.4 | Fair (5) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1637 BRKEY
1937 NBI No.
1937 On Under
1 Structure No.
4304R0702 X Control No.
004 Lane Ind.
Milepoint
07020 Facility Carried
U.S. 77 Feature Intersected
HICKORY CREEK Division
07 County
085 Location
6.9 MI N JCT W SH 32 Sufficiency
57.4 Kind Hwy
2 Level Service
1 Route No.
00077 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
07 - Major Collector (Rural) Year Built
1927 ADT Total
2600 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
10 Length
297.9 Deck Width
31.401 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.352 HS Inv. Rating Method
1 HS Inv. Method
32.077 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2030 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01937 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.699 Rt. Curb SW
1.699 Description
2-96ft. PONY TRUSS & 2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4304 0702 X H Index
85.1567 Latitude
34:02:14.66 Longitude
-97:08:35.97 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
7 NBI Text
01937 Vault Link
http://plansrv1/bridgemaintvault/b01937 GIS FO/SD
SD H Inv. Method
22.156 Latitude DD
34.03740556 Longitude DD
-97.143325 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1637 x
-10813945.4729655 y
4033825.78549465 |
|||||||||||||||||||||||||||||||||||||
| 01934 | 4204R0707 X | 1934 | — | U.S. 77 | SKELETON CREEK | 4204 0707 X | 210ft. HI. TRUSS SPAN | 1927 | 35.98063611 | -97.42523889 | 212.927 | 18.999 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 21.1 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 680 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1634 BRKEY
1934 NBI No.
1934 On Under
1 Structure No.
4204R0707 X Control No.
004 Lane Ind.
Milepoint
07070 Facility Carried
U.S. 77 Feature Intersected
SKELETON CREEK Division
04 County
083 Location
7.2 MI N JCT SH 33 Sufficiency
21.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
680 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
212.927 Deck Width
18.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1088 Future ADT Year
2027 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
15'4 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01934 ODOT County
42 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
210ft. HI. TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4204 0707 X H Index
0.0177 Latitude
35:58:50.29 Longitude
-97:25:30.86 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01934 Vault Link
http://plansrv1/bridgemaintvault/b01934 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.98063611 Longitude DD
-97.42523889 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1634 x
-10845327.9836478 y
4297957.2576583 |
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| 01933 | 6916R1715 X | 1933 | — | S.H. 53 | NEGRO CREEK | 6916 1715 X | 6-34ft. I-BM. SPANS | 1927 | 34.33001667 | -97.69024722 | 205.098 | 22.999 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.5 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1633 BRKEY
1933 NBI No.
1933 On Under
1 Structure No.
6916R1715 X Control No.
016 Lane Ind.
Milepoint
17150 Facility Carried
S.H. 53 Feature Intersected
NEGRO CREEK Division
07 County
137 Location
5.9 MI W JCT SH 89 Sufficiency
45.5 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
490 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
205.098 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.1 HS Inv. Rating Method
1 HS Inv. Method
25.904 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2034 Bypass Detour
24.2 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
01933 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 1715 X H Index
94.0672 Latitude
34:19:48.06 Longitude
-97:41:24.89 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
42 NBI Text
01933 Vault Link
http://plansrv1/bridgemaintvault/b01933 GIS FO/SD
SD H Inv. Method
16.976 Latitude DD
34.33001667 Longitude DD
-97.69024722 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1633 x
-10874828.5759994 y
4073201.75197041 |
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| 02216 | 7510 1713 X | 2216 | — | S.H. 152 | CREEK | 7510 1713 X | 2-10ft.X4ft.X30ft. RDY. R.C.B. | 1929 | 35.290761 | -98.685325 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.6 | 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 | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1628 BRKEY
2216 NBI No.
2216 On Under
1 Structure No.
7510 1713 X Control No.
010 Lane Ind.
Milepoint
17130 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
149 Location
1.4 MI E JCT S.H. 115 Sufficiency
88.6 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1929 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
34.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
31.068559 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
02216 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
2-10ft.X4ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7510 1713 X H Index
96.7 Latitude
35:17:26.74 Longitude
-98:41:07.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02216 Vault Link
http://plansrv1/bridgemaintvault/b02216 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.290761 Longitude DD
-98.685325 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1628 x
-10985600.1277687 y
4203464.94224272 |
|||||||||||||||||||||||||||||||||||||
| 02215 | 6406 1534 X | 2215 | — | U.S. 271 | CREEK | 6406 1534 X | (2) 10ft. X 5ft. X 32ft. LONG RCB | 1929 | 34.67285556 | -95.06961111 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 990 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1627 BRKEY
2215 NBI No.
2215 On Under
1 Structure No.
6406 1534 X Control No.
006 Lane Ind.
Milepoint
15340 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
1.35 SW LE FLORE C/L Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1929 ADT Total
990 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.2 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
1584 Future ADT Year
2042 Bypass Detour
24.233476 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
02215 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6406 1534 X H Index
100 Latitude
34:40:22.28 Longitude
-95:04:10.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
043 NBI Text
02215 Vault Link
http://plansrv1/bridgemaintvault/b02215 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.67285556 Longitude DD
-95.06961111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1627 x
-10583100.6986797 y
4119511.91586296 |
|||||||||||||||||||||||||||||||||||||
| 02124 | 0206R0706 X | 2124 | — | U.S. 64 | WAGON CREEK | 0206 0706 X | 3-34ft. I BM SPS | 1928 | 36.66606389 | -98.12626667 | 103.018 | 23.1 | — | 3 | 0 | 2 | 21.099 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.7 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
1626 BRKEY
2124 NBI No.
2124 On Under
1 Structure No.
0206R0706 X Control No.
006 Lane Ind.
Milepoint
07060 Facility Carried
U.S. 64 Feature Intersected
WAGON CREEK Division
06 County
003 Location
0.9 MI.W.GRANT CL Sufficiency
39.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.099 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
1928 ADT Total
1800 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
21.099 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.006 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
23.1 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.266 HS Inv. Rating Method
1 HS Inv. Method
21.826 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2035 Bypass Detour
32.932673 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
02124 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I BM SPS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0206 0706 X H Index
78.9503 Latitude
36:39:57.83 Longitude
-98:07:34.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02124 Vault Link
http://plansrv1/bridgemaintvault/b02124 GIS FO/SD
SD H Inv. Method
14.22 Latitude DD
36.66606389 Longitude DD
-98.12626667 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1626 x
-10923366.0391494 y
4392662.05379852 |
|||||||||||||||||||||||||||||||||||||
| 02123 | 2614 0592 X | 2123 | — | U.S. 277 | SMITH CREEK | 2614 0592 X | 3-34ft. I-BM. SPANS | 1928 | 34.94917778 | -97.99603056 | 102.999 | 35 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1625 BRKEY
2123 NBI No.
2123 On Under
1 Structure No.
2614 0592 X Control No.
014 Lane Ind.
Milepoint
05920 Facility Carried
U.S. 277 Feature Intersected
SMITH CREEK Division
07 County
051 Location
2.7 MI W US81 Sufficiency
80.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 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
1928 ADT Total
2000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
102.999 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
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
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02123 ODOT County
26 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
3-34ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2614 0592 X H Index
93.2802 Latitude
34:56:57.04 Longitude
-97:59:45.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
48-26 NBI Text
02123 Vault Link
http://plansrv1/bridgemaintvault/b02123 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.94917778 Longitude DD
-97.99603056 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1625 x
-10908868.2217013 y
4156976.75038469 |
|||||||||||||||||||||||||||||||||||||
| 02122 | 5902R0485 X | 2122 | — | U.S. 64 | PEPPER CREEK | 5902R0485 X | 3-34ft. I-BM. SPANS | 1928 | 36.32333333 | -96.83833333 | 103.018 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1840 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1624 BRKEY
2122 NBI No.
2122 On Under
1 Structure No.
5902R0485 X Control No.
002 Lane Ind.
Milepoint
04850 Facility Carried
U.S. 64 Feature Intersected
PEPPER CREEK Division
08 County
117 Location
4.8 MI E NOBLE C/L Sufficiency
65.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1928 ADT Total
1840 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
26.786 HS Inv. Rating Method
2 HS Inv. Method
26.786 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2000 Future ADT Year
2017 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02122 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5902R0485 X H Index
100 Latitude
36:19:24 Longitude
-96:50:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02122 Vault Link
http://plansrv1/bridgemaintvault/b02122 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
36.32333333 Longitude DD
-96.83833333 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1624 x
-10779993.9555649 y
4345203.23294534 |
|||||||||||||||||||||||||||||||||||||
| 02121 | 0532 0345 X | 2121 | — | S.H. 152 | TIMBER CREEK O'FLOW | 0532 0345 X | 3-34ft. STEEL I-BEAM SPANS | 1928 | 35.29130556 | -99.57918333 | 104.003 | 35 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1623 BRKEY
2121 NBI No.
2121 On Under
1 Structure No.
0532 0345 X Control No.
032 Lane Ind.
Milepoint
03450 Facility Carried
S.H. 152 Feature Intersected
TIMBER CREEK O'FLOW Division
05 County
009 Location
3.6 MI E JCT US-283 Sufficiency
86.2 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
9 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
1928 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
104.003 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
16.777022 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
02121 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0532 0345 X H Index
96.0778 Latitude
35:17:28.7 Longitude
-99:34:45.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02121 Vault Link
http://plansrv1/bridgemaintvault/b02121 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.29130556 Longitude DD
-99.57918333 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1623 x
-11085103.9819056 y
4203539.2108795 |
|||||||||||||||||||||||||||||||||||||
| 02120 | 0206R0155 X | 2120 | — | U.S. 64 | TWIN SPRINGS CREEK | 0206 0155 X | 3-34ft. I-BM. SPANS | 1928 | 36.66627222 | -98.22519167 | 103.018 | 22.999 | — | 3 | 0 | 2 | 21.099 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.3 | Poor (4) | Fair (5) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 770 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
1622 BRKEY
2120 NBI No.
2120 On Under
1 Structure No.
0206R0155 X Control No.
006 Lane Ind.
Milepoint
01550 Facility Carried
U.S. 64 Feature Intersected
TWIN SPRINGS CREEK Division
06 County
003 Location
1.6 MI.E.JCT.SH58 Sufficiency
34.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.099 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
1928 ADT Total
770 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
21.099 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
6 Sub Rating
4 Chan. Rating
3 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.495 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1232 Future ADT Year
2029 Bypass Detour
16.777022 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
02120 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0206 0155 X H Index
61.5214 Latitude
36:39:58.58 Longitude
-98:13:30.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02120 Vault Link
http://plansrv1/bridgemaintvault/b02120 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.66627222 Longitude DD
-98.22519167 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1622 x
-10934378.3197761 y
4392690.96586525 |
|||||||||||||||||||||||||||||||||||||
| 01931 | 3616R1146 X | 1931 | — | U.S. 177 | DRY CREEK | 3616 1146 X | 4 - 42ft.-8in. I-BM. SPANS W/ PARAPET RAILS | 1927 | 36.85436944 | -97.29113333 | 171.916 | 22.999 | — | 4 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 40.1 | Poor (4) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 890 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
1613 BRKEY
1931 NBI No.
1931 On Under
1 Structure No.
3616R1146 X Control No.
016 Lane Ind.
Milepoint
11460 Facility Carried
U.S. 177 Feature Intersected
DRY CREEK Division
04 County
071 Location
3.0 MI N JCT SH 11 Sufficiency
40.1 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1927 ADT Total
890 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
171.916 Deck Width
22.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2028 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01931 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 - 42ft.-8in. I-BM. SPANS W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1146 X H Index
75.4817 Latitude
36:51:15.73 Longitude
-97:17:28.08 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01931 Vault Link
http://plansrv1/bridgemaintvault/b01931 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.85436944 Longitude DD
-97.29113333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1613 x
-10830399.4209961 y
4418827.15835955 |
|||||||||||||||||||||||||||||||||||||
| 01930 | 3616R1975 X | 1930 | — | U.S. 177 | SHOE FLY CREEK | 3616R1975 X | 80ft. PONY TRUSS & 2-4 | 1927 | 36.94166667 | -97.34666667 | 166.995 | 18.999 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 690 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1612 BRKEY
1930 NBI No.
1930 On Under
1 Structure No.
3616R1975 X Control No.
016 Lane Ind.
Milepoint
19750 Facility Carried
U.S. 177 Feature Intersected
SHOE FLY CREEK Division
04 County
071 Location
20.6 MI N JCT US 60 Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
690 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
166.995 Deck Width
18.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
2 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
18.85 HS Inv. Rating Method
2 HS Inv. Method
10.913 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
500 Future ADT Year
2019 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01930 ODOT County
36 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
80ft. PONY TRUSS & 2-4 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616R1975 X H Index
100 Latitude
36:56:30 Longitude
-97:20:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01930 Vault Link
http://plansrv1/bridgemaintvault/b01930 GIS FO/SD
SD H Inv. Method
6.945 Latitude DD
36.94166667 Longitude DD
-97.34666667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1612 x
-10836581.3641269 y
4430978.98934334 |
|||||||||||||||||||||||||||||||||||||
| 02208 | 5612 0675 X | 2208 | — | U.S. 266 | GRAYSON CREEK | 5612 0675 X | (2) 10ft. X 4ft. X 32ft. LONG RCB | 1929 | 35.50157778 | -95.86539444 | 22.999 | 32 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | 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 | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1608 BRKEY
2208 NBI No.
2208 On Under
1 Structure No.
5612 0675 X Control No.
012 Lane Ind.
Milepoint
06750 Facility Carried
U.S. 266 Feature Intersected
GRAYSON CREEK Division
01 County
111 Location
6.75 E JCT US-62 Sufficiency
89.4 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1929 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
32 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
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
26.718961 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
02208 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 4ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5612 0675 X H Index
98.9528 Latitude
35:30:05.68 Longitude
-95:51:55.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
12-0675 NBI Text
02208 Vault Link
http://plansrv1/bridgemaintvault/b02208 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.50157778 Longitude DD
-95.86539444 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1608 x
-10671686.8937571 y
4232254.20498974 |
|||||||||||||||||||||||||||||||||||||
| 02207 | 6412R0647 XF | 2207 | — | S.H. 3 FRONTAGE RD | CREEK | 6412 0647 XF | 2-10ft.X 5ft.X 38ft. R.C.BOX | 1929 | 34.23646389 | -95.66759722 | 22.966 | 39.993 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2840 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1607 BRKEY
2207 NBI No.
2207 On Under
1 Structure No.
6412R0647 XF Control No.
012 Lane Ind.
Milepoint
06470 Facility Carried
S.H. 3 FRONTAGE RD Feature Intersected
CREEK Division
02 County
127 Location
2.0 MI W ANTLERS Sufficiency
78.6 Kind Hwy
8 Level Service
8 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
2840 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
04 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
39.993 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4544 Future ADT Year
2024 Bypass Detour
82.000005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02207 ODOT County
64 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 38ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
F Alt. Structure Name
6412 0647 XF H Index
100 Latitude
34:14:11.27 Longitude
-95:40:03.35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 FRONTAGE RD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
049 NBI Text
02207 Vault Link
http://plansrv1/bridgemaintvault/b02207 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.23646389 Longitude DD
-95.66759722 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1607 x
-10649668.2079464 y
4060597.71568194 |
|||||||||||||||||||||||||||||||||||||
| 02206 | 6412 0589 X | 2206 | — | S.H. 3 | CREEK | 6412 0589 X | (2) 10ft. X 6ft. X 367ft. LONG RCB | 1929 | 34.23651944 | -95.67773611 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1606 BRKEY
2206 NBI No.
2206 On Under
1 Structure No.
6412 0589 X Control No.
012 Lane Ind.
Milepoint
05890 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
127 Location
5.89 E ATOKA C/L Sufficiency
77.5 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1929 ADT Total
3300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
25 Appr. Roadway Width
57.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
14.9999 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
02206 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 6ft. X 367ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6412 0589 X H Index
97.9233 Latitude
34:14:11.47 Longitude
-95:40:39.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
047 NBI Text
02206 Vault Link
http://plansrv1/bridgemaintvault/b02206 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
34.23651944 Longitude DD
-95.67773611 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1606 x
-10650796.8640184 y
4060605.19557797 |
|||||||||||||||||||||||||||||||||||||
| 02205 | 1132R0581 X | 2205 | — | U.S. 62 | E. BRANCH/ BRIGGS CREEK | 1132 0581 X | 2-10ft.X 5ft.X 24R.C.B | 1929 | 35.929906 | -94.861817 | 22.966 | 24.301 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 47 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1605 BRKEY
2205 NBI No.
2205 On Under
1 Structure No.
1132R0581 X Control No.
032 Lane Ind.
Milepoint
05810 Facility Carried
U.S. 62 Feature Intersected
E. BRANCH/ BRIGGS CREEK Division
01 County
021 Location
5.8 MI NE SH 51 Sufficiency
47 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
3700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
24.301 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
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
5920 Future ADT Year
2042 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
0 Max Measured Clearance
0 Min Measured Clearance
0 NBI Rating
02205 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 24R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1132 0581 X H Index
85.118 Latitude
35:55:47.66 Longitude
-94:51:42.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
0 NBI Text
02205 Vault Link
http://plansrv1/bridgemaintvault/b02205 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.929906 Longitude DD
-94.861817 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1605 x
-10559969.1641647 y
4290980.82710994 |
|||||||||||||||||||||||||||||||||||||
| 02204 | 3408 0560 X | 2204 | — | U.S. 81 | CREEK | 3408 0560 X | 3 - 8ft. X 5ft. X 44ft. RCB | 1929 | 34.23781667 | -97.97385 | 27.887 | 46.001 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1604 BRKEY
2204 NBI No.
2204 On Under
1 Structure No.
3408 0560 X Control No.
008 Lane Ind.
Milepoint
05600 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
5.7 MI N JCT US70 Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00081 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
02 - Principal Arterial Other (Rural) Year Built
1929 ADT Total
2900 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
27.887 Deck Width
46.001 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.8 HS Inv. Rating Method
1 HS Inv. Method
35.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
41.999998 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
02204 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 8ft. X 5ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3408 0560 X H Index
87.6748 Latitude
34:14:16.14 Longitude
-97:58:25.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
034 NBI Text
02204 Vault Link
http://plansrv1/bridgemaintvault/b02204 GIS FO/SD
Meets Standards H Inv. Method
22.1 Latitude DD
34.23781667 Longitude DD
-97.97385 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1604 x
-10906399.0930566 y
4060779.87106813 |
|||||||||||||||||||||||||||||||||||||
| 02203 | 6206R0471 X | 2203 | — | S.H. 1 | CREEK | 6206R0471 X | 2-10ft.X 4ft.X 22ft. R.C.BOX WI TH HANDRAILS | 1929 | 34.66666667 | -96.785 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1603 BRKEY
2203 NBI No.
2203 On Under
1 Structure No.
6206R0471 X Control No.
006 Lane Ind.
Milepoint
04710 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
123 Location
4.8 MI NE ROFF Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
3000 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
00 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
1 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2500 Future ADT Year
2017 Bypass Detour
39.767756 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
02203 ODOT County
62 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 4ft.X 22ft. R.C.BOX WI TH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6206R0471 X H Index
100 Latitude
34:40:00 Longitude
-96:47:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 1 Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02203 Vault Link
http://plansrv1/bridgemaintvault/b02203 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.66666667 Longitude DD
-96.785 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1603 x
-10774056.916427 y
4118674.23722385 |
|||||||||||||||||||||||||||||||||||||
| 02116 | 5510R0535 X | 2116 | — | S.H. 66 | COFFEE CREEK | 5510R0535 X | 3-16M P.C. BEAM SPANS 12.0CL. RDY W/TR3 RAIL SKEW. 30 DEG RT. FWD. | 1928 | 35.66 | -97.33166667 | 98.999 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Serious (3) | Serious (3) | Satisfactory (6) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5910 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
1600 BRKEY
2116 NBI No.
2116 On Under
1 Structure No.
5510R0535 X Control No.
010 Lane Ind.
Milepoint
05350 Facility Carried
S.H. 66 Feature Intersected
COFFEE CREEK Division
04 County
109 Location
5 MI E OF JCT I-35 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1928 ADT Total
5910 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
98.999 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
6 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.989 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
9456 Future ADT Year
2022 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02116 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-16M P.C. BEAM SPANS 12.0CL. RDY W/TR3 RAIL SKEW. 30 DEG RT. FWD. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5510R0535 X H Index
60.9061 Latitude
35:39:36 Longitude
-97:19:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02116 Vault Link
http://plansrv1/bridgemaintvault/b02116 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.66 Longitude DD
-97.33166667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1600 x
-10834911.571765 y
4253938.18524852 |
|||||||||||||||||||||||||||||||||||||
| 02019 | 6916 2194 X | 2019 | — | S.H. 53 | CREEK | 6916 2194 X | 2-10ft.X 5ft.X 40ft. R.C.B | 1928 | 34.31083889 | -97.61472778 | 22.999 | 40 | — | 2 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | 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 | 550 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1593 BRKEY
2019 NBI No.
2019 On Under
1 Structure No.
6916 2194 X Control No.
016 Lane Ind.
Milepoint
21940 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
137 Location
1.1 MI W JCT SH 89 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
40 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
19.900001 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
02019 ODOT County
69 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 5ft.X 40ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 2194 X H Index
92.2354 Latitude
34:18:39.02 Longitude
-97:36:53.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
44 NBI Text
02019 Vault Link
http://plansrv1/bridgemaintvault/b02019 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.31083889 Longitude DD
-97.61472778 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1593 x
-10866421.7903936 y
4070616.85351654 |
|||||||||||||||||||||||||||||||||||||
| 02018 | 7510 1886 X | 2018 | — | S.H. 152 | PEARL CREEK | 7510 1886 X | 2-10ft.X10ft.X44ft. RDY. R.C.B. | 1928 | 35.29073056 | -98.65473333 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | 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 | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1592 BRKEY
2018 NBI No.
2018 On Under
1 Structure No.
7510 1886 X Control No.
010 Lane Ind.
Milepoint
18860 Facility Carried
S.H. 152 Feature Intersected
PEARL CREEK Division
05 County
149 Location
1.8 MI W CADDO C/L Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1200 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
4 Appr. Roadway Width
28.002 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.
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
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.8 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
31.068559 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
02018 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
2-10ft.X10ft.X44ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7510 1886 X H Index
97.36 Latitude
35:17:26.63 Longitude
-98:39:17.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02018 Vault Link
http://plansrv1/bridgemaintvault/b02018 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.29073056 Longitude DD
-98.65473333 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1592 x
-10982194.6786418 y
4203460.79076396 |
|||||||||||||||||||||||||||||||||||||
| 02017 | 6006R1676 X | 2017 | — | S.H. 33 | CREEK | 6006 1676 X | 2-10ft.X 5ft.X 44ft. R.C.B | 1929 | 35.98558889 | -96.93761389 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
1591 BRKEY
2017 NBI No.
2017 On Under
1 Structure No.
6006R1676 X Control No.
006 Lane Ind.
Milepoint
16760 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
5.4 MI E JCT US 177 Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
4200 ADT Year
2014 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
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 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
7 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2034 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02017 ODOT County
60 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 5ft.X 44ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6006 1676 X H Index
100 Latitude
35:59:08.12 Longitude
-96:56:15.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02017 Vault Link
http://plansrv1/bridgemaintvault/b02017 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.98558889 Longitude DD
-96.93761389 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1591 x
-10791045.8169498 y
4298638.60667227 |
|||||||||||||||||||||||||||||||||||||
| 01926 | 3616R1888 X | 1926 | — | U.S. 177 | WEST BRANCH DRY CREEK | 3616R1888 X | 4-30ft. I-BM. SPANS | 1927 | 36.94173056 | -97.35063611 | 131.89 | 22.999 | — | 4 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Satisfactory (6) | Serious (3) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 720 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
1590 BRKEY
1926 NBI No.
1926 On Under
1 Structure No.
3616R1888 X Control No.
016 Lane Ind.
Milepoint
18880 Facility Carried
U.S. 177 Feature Intersected
WEST BRANCH DRY CREEK Division
04 County
071 Location
19.8 MI N JCT US 60 Sufficiency
64.6 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
19.685 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
1927 ADT Total
720 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
131.89 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
500 Future ADT Year
2018 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01926 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616R1888 X H Index
100 Latitude
36:56:30.23 Longitude
-97:21:02.29 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01926 Vault Link
http://plansrv1/bridgemaintvault/b01926 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.94173056 Longitude DD
-97.35063611 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1590 x
-10837023.2401665 y
4430987.88796673 |
|||||||||||||||||||||||||||||||||||||
| 01925 | 1502R0979 X | 1925 | — | U.S. 75 / S.H. 3 | CANEY CREEK | 1502 0979 X | 4-34ft. I BM S 2-18ft. C | 1927 | 34.545131 | -96.229183 | 137.139 | 30.84 | — | 4 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.2 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
1589 BRKEY
1925 NBI No.
1925 On Under
1 Structure No.
1502R0979 X Control No.
002 Lane Ind.
Milepoint
09790 Facility Carried
U.S. 75 / S.H. 3 Feature Intersected
CANEY CREEK Division
03 County
029 Location
9.8 MI N ATOKA CO Sufficiency
49.2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1927 ADT Total
3800 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
4 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
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
137.139 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2040 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01925 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
4-34ft. I BM S 2-18ft. C Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0979 X H Index
75.7932 Latitude
34:32:42.47 Longitude
-96:13:45.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 / S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01925 Vault Link
http://plansrv1/bridgemaintvault/b01925 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.545131 Longitude DD
-96.229183 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1589 x
-10712183.6510127 y
4102236.7969634 |
|||||||||||||||||||||||||||||||||||||
| 01923 | 7502 0810SXF | 1923 | — | I-40 FRONTAGE RD. | CLINTON LAKE | 7502 0810SXF | 3-40ft. I-BEAM SPANS | 1927 | 35.42121389 | -99.22362778 | 128.937 | 23.002 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.3 | 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) | A | 99 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1587 BRKEY
1923 NBI No.
1923 On Under
1 Structure No.
7502 0810SXF Control No.
002 Lane Ind.
S Milepoint
08100 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
CLINTON LAKE Division
05 County
149 Location
8.1 MI E BECKHAM C/L Sufficiency
72.3 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
99 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
128.937 Deck Width
23.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.9 HS Inv. Rating Method
1 HS Inv. Method
22.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
125 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y2 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01923 ODOT County
75 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
3-40ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
7502 0810SXF H Index
67.3297 Latitude
35:25:16.37 Longitude
-99:13:25.06 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
W NBI Text
01923 Vault Link
http://plansrv1/bridgemaintvault/b01923 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
35.42121389 Longitude DD
-99.22362778 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1587 x
-11045523.7191309 y
4221270.78403253 |
|||||||||||||||||||||||||||||||||||||
| 01922 | 6916 0025 X | 1922 | — | S.H. 53 | COW CREEK | 6916 0025 X | 3-40ft. I-BM. SPANS WITH 2-5ft. SIDEWALKS | 1927 | 34.368875 | -97.95968611 | 128.901 | 42.999 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.3 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1586 BRKEY
1922 NBI No.
1922 On Under
1 Structure No.
6916 0025 X Control No.
016 Lane Ind.
Milepoint
00250 Facility Carried
S.H. 53 Feature Intersected
COW CREEK Division
07 County
137 Location
SH 53; 0.3 MI E JCT US 81 Sufficiency
42.3 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
5 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
1927 ADT Total
3500 ADT Year
2022 Design Load
H 15 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 Span Type Main
M Material
3 - Steel Design
02 Length
128.901 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.258 HS Inv. Rating Method
1 HS Inv. Method
22.377 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
44.999999 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
01922 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
3-40ft. I-BM. SPANS WITH 2-5ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 0025 X H Index
89.3274 Latitude
34:22:07.95 Longitude
-97:57:34.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
33 NBI Text
01922 Vault Link
http://plansrv1/bridgemaintvault/b01922 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
34.368875 Longitude DD
-97.95968611 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1586 x
-10904822.3760341 y
4078441.1276189 |
|||||||||||||||||||||||||||||||||||||
| 01921 | 6404 2704 X | 1921 | — | U.S. 271 | BUZZARD CREEK | 6404 2704 X | (3) 34ft. I-BEAM | 1927 | 34.47114722 | -95.29337222 | 110.899 | 28.501 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 530 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1585 BRKEY
1921 NBI No.
1921 On Under
1 Structure No.
6404 2704 X Control No.
004 Lane Ind.
Milepoint
27040 Facility Carried
U.S. 271 Feature Intersected
BUZZARD CREEK Division
02 County
127 Location
10.20 SE JCT SH-2 Sufficiency
89.5 Kind Hwy
2 Level Service
1 Route No.
00271 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
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
530 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.899 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.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.3 HS Inv. Rating Method
1 HS Inv. Method
47.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2042 Bypass Detour
0.994194 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01921 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.25 Rt. Curb SW
1.25 Description
(3) 34ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 2704 X H Index
91.135 Latitude
34:28:16.13 Longitude
-95:17:36.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
017 NBI Text
01921 Vault Link
http://plansrv1/bridgemaintvault/b01921 GIS FO/SD
Meets Standards H Inv. Method
31.9 Latitude DD
34.47114722 Longitude DD
-95.29337222 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1585 x
-10608009.6715043 y
4092242.402683 |
|||||||||||||||||||||||||||||||||||||
| 02196 | 1106 0193 X | 2196 | — | U.S. 62 | CAMP FORK CREEK | 1106 0193 X | 2-10ft.X 6ft.X 29ft. R.C.B | 1929 | 35.94949722 | -94.81997778 | 22.966 | 29.101 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1584 BRKEY
2196 NBI No.
2196 On Under
1 Structure No.
1106 0193 X Control No.
006 Lane Ind.
Milepoint
01930 Facility Carried
U.S. 62 Feature Intersected
CAMP FORK CREEK Division
01 County
021 Location
2.0 MI NE SH51 Sufficiency
85 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
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
29.101 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
26.09759 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
02196 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 29ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1106 0193 X H Index
95.7104 Latitude
35:56:58.19 Longitude
-94:49:11.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
0 NBI Text
02196 Vault Link
http://plansrv1/bridgemaintvault/b02196 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.94949722 Longitude DD
-94.81997778 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1584 x
-10555311.6434991 y
4293674.4906664 |
|||||||||||||||||||||||||||||||||||||
| 02195 | 2604 0163 X | 2195 | — | U.S. 62 | CREEK | 2604 0163 X | 2-10X6X87 RCB | 1929 | 35.05736389 | -97.79614167 | 22.999 | 87.001 | — | 2 | 0 | 2 | 85 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1583 BRKEY
2195 NBI No.
2195 On Under
1 Structure No.
2604 0163 X Control No.
004 Lane Ind.
Milepoint
01630 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
1.6 MI NE SH39 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 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
1929 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
85 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
87.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
16.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02195 ODOT County
26 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
2-10X6X87 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2604 0163 X H Index
100 Latitude
35:03:26.51 Longitude
-97:47:46.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
19-26 NBI Text
02195 Vault Link
http://plansrv1/bridgemaintvault/b02195 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.05736389 Longitude DD
-97.79614167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1583 x
-10886616.6922512 y
4171679.40264842 |
|||||||||||||||||||||||||||||||||||||
| 02194 | 0818 0136 X | 2194 | — | S.H. 9 | CREEK | 0818 0136 X | 3-8ft.X 4ft.X 40ft. R.C.BOX | 1929 | 35.10176944 | -98.60197222 | 26.903 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.5 | 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) | B | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1582 BRKEY
2194 NBI No.
2194 On Under
1 Structure No.
0818 0136 X Control No.
018 Lane Ind.
Milepoint
01360 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
1.4 MI E KIOWA C/L Sufficiency
87.5 Kind Hwy
3 Level Service
1 Route No.
00009 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
1929 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
42.001 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
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.3 HS Inv. Rating Method
1 HS Inv. Method
29.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
37.903642 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
02194 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 4ft.X 40ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0136 X H Index
99.5451 Latitude
35:06:06.37 Longitude
-98:36:07.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
54 NBI Text
02194 Vault Link
http://plansrv1/bridgemaintvault/b02194 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.10176944 Longitude DD
-98.60197222 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1582 x
-10976321.3387429 y
4177719.81921281 |
|||||||||||||||||||||||||||||||||||||
| 02193 | 1612R0108 X | 2193 | — | U.S. 277 | CREEK | 1612 0108 X | 2-10ft.X 3ft. X 30ft. R.C.BOX | 1929 | 34.78238333 | -98.37139722 | 21.982 | 32.152 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74 | 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 | 07 - Major Collector (Rural) | C | 3500 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1581 BRKEY
2193 NBI No.
2193 On Under
1 Structure No.
1612R0108 X Control No.
012 Lane Ind.
Milepoint
01080 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
031 Location
1.0 MI.E. JCT. US62 Sufficiency
74 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1929 ADT Total
3500 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.152 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
8 Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2034 Bypass Detour
18.019764 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
02193 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft. X 30ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1612 0108 X H Index
100 Latitude
34:46:56.58 Longitude
-98:22:17.03 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
4 Local Bridge ID
44 NBI Text
02193 Vault Link
http://plansrv1/bridgemaintvault/b02193 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.78238333 Longitude DD
-98.37139722 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1581 x
-10950653.8471532 y
4134347.09208709 |
|||||||||||||||||||||||||||||||||||||
| 02192 | 2604R0100 X | 2192 | — | U.S. 62 | CREEK | 2604R0100 X | 2-10ft. X 4ft. X 34ft. R.C. BOX | 1929 | 35.05333333 | -97.81 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2350 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1580 BRKEY
2192 NBI No.
2192 On Under
1 Structure No.
2604R0100 X Control No.
004 Lane Ind.
Milepoint
01000 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
1.0 MI NE SH39 Sufficiency
94.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1929 ADT Total
2350 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2300 Future ADT Year
2017 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02192 ODOT County
26 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 4ft. X 34ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2604R0100 X H Index
100 Latitude
35:03:12 Longitude
-97:48:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
18-26 NBI Text
02192 Vault Link
http://plansrv1/bridgemaintvault/b02192 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.05333333 Longitude DD
-97.81 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1580 x
-10888159.3944901 y
4171131.29464174 |
|||||||||||||||||||||||||||||||||||||
| 02191 | 1106 0068 X | 2191 | — | U.S. 62 | E. ELDON CREEK | 1106 0068 X | 2-10ft.X 6ft.X 30ft. R.C.B | 1929 | 35.93434722 | -94.83170278 | 22.966 | 30 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1579 BRKEY
2191 NBI No.
2191 On Under
1 Structure No.
1106 0068 X Control No.
006 Lane Ind.
Milepoint
00680 Facility Carried
U.S. 62 Feature Intersected
E. ELDON CREEK Division
01 County
021 Location
0.7 MI NE SH51 Sufficiency
89.1 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
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
0 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0 Max Measured Clearance
0 Min Measured Clearance
0 NBI Rating
02191 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 30ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1106 0068 X H Index
93.9999 Latitude
35:56:03.65 Longitude
-94:49:54.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
0 NBI Text
02191 Vault Link
http://plansrv1/bridgemaintvault/b02191 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.93434722 Longitude DD
-94.83170278 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1579 x
-10556616.8645287 y
4291591.40705234 |
|||||||||||||||||||||||||||||||||||||
| 02016 | 0912 1059 X | 2016 | — | U.S. 81 | CREEK | 0912 1059 X | 2-10ft.X 9ft.X 201.5ft. R.C.BOX | 1928 | 35.68608611 | -97.95900556 | 21.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1572 BRKEY
2016 NBI No.
2016 On Under
1 Structure No.
0912 1059 X Control No.
012 Lane Ind.
Milepoint
10590 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
0.6 MI. S. JCT. SH3 Sufficiency
71.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1928 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
5440 Future ADT Year
2042 Bypass Detour
35.799908 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02016 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft.X 201.5ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0912 1059 X H Index
98.3519 Latitude
35:41:09.91 Longitude
-97:57:32.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02016 Vault Link
http://plansrv1/bridgemaintvault/b02016 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.68608611 Longitude DD
-97.95900556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1572 x
-10904746.6175547 y
4257512.83162809 |
|||||||||||||||||||||||||||||||||||||
| 02015 | 2710 0974 X | 2015 | — | U.S. 81 | CREEK | 2710 0974 X | 3-8ft.X 6ft.X 54.5ft. R.C. BOX W/ FLEX-BEAM RAILS | 1928 | 36.79409444 | -97.74115833 | 25.902 | 56.578 | — | 3 | 0 | 2 | 54.498 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1571 BRKEY
2015 NBI No.
2015 On Under
1 Structure No.
2710 0974 X Control No.
010 Lane Ind.
Milepoint
09740 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
1.2 MI S JCT SH 11 Sufficiency
95.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.999 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
1928 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
54.498 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.902 Deck Width
56.578 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2560 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02015 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 54.5ft. R.C. BOX W/ FLEX-BEAM RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 0974 X H Index
82.3244 Latitude
36:47:38.74 Longitude
-97:44:28.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02015 Vault Link
http://plansrv1/bridgemaintvault/b02015 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.79409444 Longitude DD
-97.74115833 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1571 x
-10880495.9748403 y
4410444.93757067 |
|||||||||||||||||||||||||||||||||||||
| 02014 | 4946 1030 X | 2014 | — | U.S. 412 ALT. | CREEK | 4946 1050 X | 2-10ft. X 3ft. X 33ft. R.C. BOX | 1928 | 36.219631 | -95.108994 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.2 | 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) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1570 BRKEY
2014 NBI No.
2014 On Under
1 Structure No.
4946 1030 X Control No.
046 Lane Ind.
Milepoint
10300 Facility Carried
U.S. 412 ALT. Feature Intersected
CREEK Division
08 County
097 Location
10.3 MI E OF TURNPIKE Sufficiency
93.2 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1900 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
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
7 HS Operating Rating Method
1 HS Operating Rating
162 HS Inv. Rating Method
1 HS Inv. Method
97.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
26.09759 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
02014 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 33ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4946 1050 X H Index
64.0434 Latitude
36:13:10.67 Longitude
-95:06:32.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
02014 Vault Link
http://plansrv1/bridgemaintvault/b02014 GIS FO/SD
Meets Standards H Inv. Method
54.1 Latitude DD
36.219631 Longitude DD
-95.108994 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1570 x
-10587484.7819405 y
4330884.49475632 |
|||||||||||||||||||||||||||||||||||||
| 02013 | 0108 0827 X | 2013 | — | U.S. 62 | PHRITA CREEK | 0108 0827 X | 2-10'X 4'X 28' R.C.B. | 1928 | 35.97396389 | -94.66945556 | 21.982 | 26.001 | — | 2 | 0 | 2 | 26.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1569 BRKEY
2013 NBI No.
2013 On Under
1 Structure No.
0108 0827 X Control No.
008 Lane Ind.
Milepoint
08270 Facility Carried
U.S. 62 Feature Intersected
PHRITA CREEK Division
01 County
001 Location
8.2 MI.E.CHEROKEE CO Sufficiency
70.7 Kind Hwy
2 Level Service
1 Route No.
00062 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
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.03 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N 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
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
1760 Future ADT Year
2042 Bypass Detour
26.09759 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
02013 ODOT County
01 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
2-10'X 4'X 28' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0108 0827 X H Index
78.6428 Latitude
35:58:26.27 Longitude
-94:40:10.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02013 NBI Text
02013 Vault Link
http://plansrv1/bridgemaintvault/b02013 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.97396389 Longitude DD
-94.66945556 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1569 x
-10538555.5866156 y
4297039.43459699 |
|||||||||||||||||||||||||||||||||||||
| 02012 | 4102R0697 X | 2012 | — | U.S. 62 | CREEK | 4102 0697 X | 3-8ft.X6ft.X22RDYRCBOX | 1928 | 35.50696389 | -97.02446389 | 26.903 | 23.999 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 45.6 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
1568 BRKEY
2012 NBI No.
2012 On Under
1 Structure No.
4102R0697 X Control No.
002 Lane Ind.
Milepoint
06970 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
081 Location
7.1 MI E OK C/L Sufficiency
45.6 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1928 ADT Total
2100 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 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
47.51 HS Inv. Rating Method
1 HS Inv. Method
36.707 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2036 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02012 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X6ft.X22RDYRCBOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4102 0697 X H Index
62.3117 Latitude
35:30:25.07 Longitude
-97:01:28.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02012 Vault Link
http://plansrv1/bridgemaintvault/b02012 GIS FO/SD
SD H Inv. Method
21.605 Latitude DD
35.50696389 Longitude DD
-97.02446389 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1568 x
-10800713.9147252 y
4232990.72320102 |
|||||||||||||||||||||||||||||||||||||
| 02011 | 6002 0656 X | 2011 | — | S.H. 18 / S.H. 33 | CREEK | 6002 0656 X | 2-10ft.X 10ft.X 94ft. R.C.BOX W/ 3ft. ADDft.L CURTAIN WALL DOWNSTREAM | 1920 | 35.98561944 | -96.81337222 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1567 BRKEY
2011 NBI No.
2011 On Under
1 Structure No.
6002 0656 X Control No.
002 Lane Ind.
Milepoint
06560 Facility Carried
S.H. 18 / S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
6.25 MI N&E LINCOLN CL Sufficiency
67 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.498 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
1920 ADT Total
5600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.41 HS Inv. Rating Method
1 HS Inv. Method
27.24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02011 ODOT County
60 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 94ft. R.C.BOX W/ 3ft. ADDft.L CURTAIN WALL DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6002 0656 X H Index
79.6432 Latitude
35:59:08.23 Longitude
-96:48:48.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 , 33 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
02011 Vault Link
http://plansrv1/bridgemaintvault/b02011 GIS FO/SD
Meets Standards H Inv. Method
15.13 Latitude DD
35.98561944 Longitude DD
-96.81337222 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1567 x
-10777215.2975101 y
4298642.80953807 |
|||||||||||||||||||||||||||||||||||||
| 01920 | 6404 2519 X | 1920 | — | U.S. 271 | BIG CEDAR CREEK | 6404 2519 X | (3) 34ft. I-BEAM | 1927 | 34.46068056 | -95.32256667 | 110.899 | 28.501 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 530 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1566 BRKEY
1920 NBI No.
1920 On Under
1 Structure No.
6404 2519 X Control No.
004 Lane Ind.
Milepoint
25190 Facility Carried
U.S. 271 Feature Intersected
BIG CEDAR CREEK Division
02 County
127 Location
12.05 SE JCT SH-2 Sufficiency
78.9 Kind Hwy
2 Level Service
1 Route No.
00271 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
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
530 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.899 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.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.3 HS Inv. Rating Method
1 HS Inv. Method
47.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2042 Bypass Detour
123.652866 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
01920 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.25 Rt. Curb SW
1.25 Description
(3) 34ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 2519 X H Index
94.1846 Latitude
34:27:38.45 Longitude
-95:19:21.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
016 NBI Text
01920 Vault Link
http://plansrv1/bridgemaintvault/b01920 GIS FO/SD
Meets Standards H Inv. Method
31.9 Latitude DD
34.46068056 Longitude DD
-95.32256667 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1566 x
-10611259.5828123 y
4090829.18795314 |
|||||||||||||||||||||||||||||||||||||
| 01918 | 7502R1166NXF | 1918 | — | I-40 FRONTAGE RD. | SAND CREEK | 7502 1166NXF | 3-34ft. I-BEAM SPANS | 1927 | 35.44845278 | -99.16861111 | 103.018 | 23.002 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.6 | Serious (3) | Satisfactory (6) | Satisfactory (6) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
1564 BRKEY
1918 NBI No.
1918 On Under
1 Structure No.
7502R1166NXF Control No.
002 Lane Ind.
N Milepoint
11660 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
SAND CREEK Division
05 County
149 Location
0.1 MI. E. JCT. SH-44 Sufficiency
44.6 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
100 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
23.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
6 Deck Rating
6 Super Rating
6 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.998 HS Inv. Rating Method
1 HS Inv. Method
25.243 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2036 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y2 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01918 ODOT County
75 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
3-34ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
F Alt. Structure Name
7502 1166NXF H Index
88.804 Latitude
35:26:54.43 Longitude
-99:10:07 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
W NBI Text
01918 Vault Link
http://plansrv1/bridgemaintvault/b01918 GIS FO/SD
SD H Inv. Method
16.535 Latitude DD
35.44845278 Longitude DD
-99.16861111 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1564 x
-11039399.2914414 y
4224992.32394541 |
|||||||||||||||||||||||||||||||||||||
| 01917 | 6210R1151 X | 1917 | — | S.H. 1 | MUDDY BOGGY CREEK O'FLOW | 6210R1151 X | 3-34ft. I-BM. SPANS | 1927 | 34.825 | -96.48833333 | 104.987 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21 | Poor (4) | Serious (3) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3410 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1563 BRKEY
1917 NBI No.
1917 On Under
1 Structure No.
6210R1151 X Control No.
010 Lane Ind.
Milepoint
11510 Facility Carried
S.H. 1 Feature Intersected
MUDDY BOGGY CREEK O'FLOW Division
03 County
123 Location
12.3 MI NE JCT SH 3 Sufficiency
21 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1927 ADT Total
3410 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
104.987 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
22.818 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4000 Future ADT Year
2017 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01917 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6210R1151 X H Index
100 Latitude
34:49:30 Longitude
-96:29:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01917 Vault Link
http://plansrv1/bridgemaintvault/b01917 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
34.825 Longitude DD
-96.48833333 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1563 x
-10741032.1337872 y
4140124.70062685 |
|||||||||||||||||||||||||||||||||||||
| 01916 | 6806R0895 X | 1916 | — | U.S. 64 | UP R.R. UNDER | 6806 0895 X | (3) 34ft. continuous I-beam | 1927 | 35.473325 | -94.93669444 | 102.999 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.7 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3100 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1562 BRKEY
1916 NBI No.
1916 On Under
1 Structure No.
6806R0895 X Control No.
006 Lane Ind.
Milepoint
08950 Facility Carried
U.S. 64 Feature Intersected
UP R.R. UNDER Division
01 County
135 Location
8.95 E JCT SH-10 Sufficiency
53.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
3100 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
R Underclearance Right
8.501 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
102.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.226 HS Inv. Rating Method
1 HS Inv. Method
24.692 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2034 Bypass Detour
11 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
2108 Min Measured Clearance
2108 NBI Rating
01916 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 34ft. continuous I-beam Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6806 0895 X H Index
94.7692 Latitude
35:28:23.97 Longitude
-94:56:12.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
06-0895 NBI Text
01916 Vault Link
http://plansrv1/bridgemaintvault/b01916 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
35.473325 Longitude DD
-94.93669444 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1562 x
-10568304.4826574 y
4228391.61559245 |
|||||||||||||||||||||||||||||||||||||
| 01915 | 5230R0871 X | 1915 | — | S.H. 86 (CEDAR ST) | COW CREEK | 5230 0871 X | 3-36ft. I-BM. SPANS W/ (1)- 4.5ft. SIDEWALK | 1927 | 36.28606944 | -97.28214167 | 109.327 | 29.501 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 35 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 2400 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
1561 BRKEY
1915 NBI No.
1915 On Under
1 Structure No.
5230R0871 X Control No.
030 Lane Ind.
Milepoint
08710 Facility Carried
S.H. 86 (CEDAR ST) Feature Intersected
COW CREEK Division
04 County
103 Location
SH 86; 0.5 MI E JCT US 77 Sufficiency
35 Kind Hwy
3 Level Service
1 Route No.
00086 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1927 ADT Total
2400 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
109.327 Deck Width
29.501 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
39.353 HS Inv. Rating Method
1 HS Inv. Method
23.589 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2035 Bypass Detour
6.39 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01915 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
4.498 Rt. Curb SW
0 Description
3-36ft. I-BM. SPANS W/ (1)- 4.5ft. SIDEWALK Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5230 0871 X H Index
56.9174 Latitude
36:17:09.85 Longitude
-97:16:55.71 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 86 (CEDAR STREET) Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01915 Vault Link
http://plansrv1/bridgemaintvault/b01915 GIS FO/SD
SD H Inv. Method
15.763 Latitude DD
36.28606944 Longitude DD
-97.28214167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
1561 x
-10829398.4739835 y
4340055.8177654 |
|||||||||||||||||||||||||||||||||||||
| 02214 | 5510R1193 X | 2214 | — | S.H. 66 | COON CREEK O'FLOW | 5510R1193 X | 2-10ft.X 4ft.X 66ft. R.C.BOX | 1929 | 35.66666667 | -97.22166667 | 22.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.3 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6000 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1560 BRKEY
2214 NBI No.
2214 On Under
1 Structure No.
5510R1193 X Control No.
010 Lane Ind.
Milepoint
11930 Facility Carried
S.H. 66 Feature Intersected
COON CREEK O'FLOW Division
04 County
109 Location
11.8 MI E OF JCT I-35 Sufficiency
66.3 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
66.001 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
1929 ADT Total
6000 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
06 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
9600 Future ADT Year
2024 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02214 ODOT County
55 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 4ft.X 66ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5510R1193 X H Index
33 Latitude
35:40:00 Longitude
-97:13:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
5 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02214 Vault Link
http://plansrv1/bridgemaintvault/b02214 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
35.66666667 Longitude DD
-97.22166667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1560 x
-10822666.4277778 y
4254851.6249667 |
|||||||||||||||||||||||||||||||||||||
| 02213 | 0204 1062 X | 2213 | — | U.S. 64 | CREEK | 0204 1062 X | 2-10X3X35.1ft. RCB | 1929 | 36.66650833 | -98.333425 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1559 BRKEY
2213 NBI No.
2213 On Under
1 Structure No.
0204 1062 X Control No.
004 Lane Ind.
Milepoint
10620 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
1.5 MI.E.JCT.SH8 Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35.098 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
1929 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.005 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02213 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
2-10X3X35.1ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0204 1062 X H Index
97.36 Latitude
36:39:59.43 Longitude
-98:20:00.33 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
4 Local Bridge ID
-1 NBI Text
02213 Vault Link
http://plansrv1/bridgemaintvault/b02213 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.66650833 Longitude DD
-98.333425 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1559 x
-10946426.7989586 y
4392723.7333389 |
|||||||||||||||||||||||||||||||||||||
| 02212 | 6006R1008 X | 2212 | — | S.H. 33 | CREEK | 6006 1008 X | 2-10ft.X 8ft.X 31.5ft. R.C.B | 1924 | 35.98540833 | -97.05742222 | 20.981 | 33.497 | — | 2 | 0 | 2 | 31.499 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 18 | Critical (2) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Critical (2) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4800 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
1558 BRKEY
2212 NBI No.
2212 On Under
1 Structure No.
6006R1008 X Control No.
006 Lane Ind.
Milepoint
10080 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
.3 MI W JCT US 177 Sufficiency
18 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.499 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
1924 ADT Total
4800 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
31.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
02 Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
20.981 Deck Width
33.497 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
4 Culv. Rating
2 Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
7680 Future ADT Year
2032 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02212 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 31.5ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6006 1008 X H Index
100 Latitude
35:59:07.47 Longitude
-97:03:26.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
2 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02212 Vault Link
http://plansrv1/bridgemaintvault/b02212 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
35.98540833 Longitude DD
-97.05742222 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1558 x
-10804382.8192382 y
4298613.76646169 |
|||||||||||||||||||||||||||||||||||||
| 02211 | 6006R0870 X | 2211 | — | S.H. 33 | CREEK | 6006 0870 X | 2-10ft.X 10ft.X 31ft. R.C.BOX | 1929 | 35.98546667 | -97.0833 | 20.965 | 33.497 | — | 2 | 0 | 2 | 31.499 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4800 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
1557 BRKEY
2211 NBI No.
2211 On Under
1 Structure No.
6006R0870 X Control No.
006 Lane Ind.
Milepoint
08700 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
1.7 MI W JCT US 177 Sufficiency
32 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.499 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
1929 ADT Total
4800 ADT Year
2012 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
31.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
02 Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
33.497 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
3 Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
6 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
7680 Future ADT Year
2032 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02211 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 31ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6006 0870 X H Index
93.597 Latitude
35:59:07.68 Longitude
-97:04:59.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
3 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02211 Vault Link
http://plansrv1/bridgemaintvault/b02211 GIS FO/SD
SD H Inv. Method
17.4 Latitude DD
35.98546667 Longitude DD
-97.0833 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1557 x
-10807263.5205306 y
4298621.79247389 |
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| 02210 | 6406 0857 X | 2210 | — | U.S. 271 | CREEK | 6406 0857 X | (2) 10ft. X 6ft. X 34.9ft. LONG RCB | 1929 | 34.63535278 | -95.17751944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 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) | C | 760 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1556 BRKEY
2210 NBI No.
2210 On Under
1 Structure No.
6406 0857 X Control No.
006 Lane Ind.
Milepoint
08570 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
8.12 SW LE FLORE C/L Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1929 ADT Total
760 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
1216 Future ADT Year
2042 Bypass Detour
24.233476 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
02210 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 6ft. X 34.9ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6406 0857 X H Index
98.6384 Latitude
34:38:07.27 Longitude
-95:10:39.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
036 NBI Text
02210 Vault Link
http://plansrv1/bridgemaintvault/b02210 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.63535278 Longitude DD
-95.17751944 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1556 x
-10595112.9990277 y
4114436.79844376 |
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| 02209 | 5112 0837 X | 2209 | — | U.S. 64 | CREEK | 5112 0837 X | 2-10ft.X 5ft.X 99ft. R.C.B | 1929 | 35.59425 | -95.34862778 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 6600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1555 BRKEY
2209 NBI No.
2209 On Under
1 Structure No.
5112 0837 X Control No.
012 Lane Ind.
Milepoint
08370 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
11.4 MI S JCT US 62B Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1929 ADT Total
6600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
34.175415 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
02209 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
2-10ft.X 5ft.X 99ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 0837 X H Index
84.3195 Latitude
35:35:39.3 Longitude
-95:20:55.06 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
4 Local Bridge ID
-1 NBI Text
02209 Vault Link
http://plansrv1/bridgemaintvault/b02209 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.59425 Longitude DD
-95.34862778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1555 x
-10614160.692307 y
4244933.47131281 |