ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 06449 | 7120 0423 X | 6449 | — | S.H. 36 | CREEK | 7120 0423 X | 5-10ft.x4ft.x30ft. RDY. R.C.B. | 1938 | 34.29345833 | -98.67915833 | 55.118 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | 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 | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6077 BRKEY
6449 NBI No.
6449 On Under
1 Structure No.
7120 0423 X Control No.
020 Lane Ind.
Milepoint
04230 Facility Carried
S.H. 36 Feature Intersected
CREEK Division
05 County
141 Location
4.2 MI N JCT U.S. 70 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00036 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
1938 ADT Total
520 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
55.118 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
41.888 HS Inv. Rating Method
3 HS Inv. Method
32.298 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
832 Future ADT Year
2042 Bypass Detour
16.155651 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
06449 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.x4ft.x30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0423 X H Index
68.1022 Latitude
34:17:36.45 Longitude
-98:40:44.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06449 Vault Link
http://plansrv1/bridgemaintvault/b06449 GIS FO/SD
Meets Standards H Inv. Method
17.968 Latitude DD
34.29345833 Longitude DD
-98.67915833 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6077 x
-10984913.6572044 y
4068274.70535729 |
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| 06448 | 6802 0937 X | 6448 | — | KCS R.R. | U.S. 59 UNDER | 6802 0937 X | RAILROAD 65.16ft. PLATE GIRDER SK 31°10ft. | 1938 | 35.45988611 | -94.80376111 | 51.837 | 8.999 | — | 1 | 53 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | H | 12000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6076 BRKEY
6448 NBI No.
6448 On Under
2 Structure No.
6802 0937 X Control No.
002 Lane Ind.
Milepoint
09370 Facility Carried
KCS R.R. Feature Intersected
U.S. 59 UNDER Division
01 County
135 Location
9.37 N LE FLORE C/L Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30.801 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1938 ADT Total
12000 ADT Year
2022 Design Load
Railroad Skew
53 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
2.001 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
51.837 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
19200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1404 Min Measured Clearance
1402 NBI Rating
06448 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
RAILROAD 65.16ft. PLATE GIRDER SK 31°10ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6802 0937 X H Index
-1 Latitude
35:27:35.59 Longitude
-94:48:13.54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 59 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02-0937 NBI Text
06448 Vault Link
http://plansrv1/bridgemaintvault/b06448 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.45988611 Longitude DD
-94.80376111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
6076 x
-10553506.4120524 y
4226554.78908686 |
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| 06447 | 3710 0020 X | 6447 | — | UP R.R. | S.H. 33 UNDER | 3710 0020 X | 35ft. I-BM. SPAN W/ 8ft. CONC. SLAB APPROACH SPAN | 1938 | 35.86090278 | -97.92870278 | 44.4 | 50.699 | — | 1 | 8 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 06 - Minor Arterial (Rural) | H | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6075 BRKEY
6447 NBI No.
6447 On Under
2 Structure No.
3710 0020 X Control No.
010 Lane Ind.
Milepoint
00200 Facility Carried
UP R.R. Feature Intersected
S.H. 33 UNDER Division
04 County
073 Location
.1 MI E JCT US 81 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
4900 ADT Year
2022 Design Load
Railroad Skew
8 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
0.499 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
44.4 Deck Width
50.699 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
! Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
7840 Future ADT Year
2042 Bypass Detour
52.800001 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1400 Max Measured Clearance
1411 Min Measured Clearance
1411 NBI Rating
06447 ODOT County
37 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
8 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. I-BM. SPAN W/ 8ft. CONC. SLAB APPROACH SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0020 X H Index
-1 Latitude
35:51:39.25 Longitude
-97:55:43.33 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 33 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
06447 Vault Link
http://plansrv1/bridgemaintvault/b06447 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.86090278 Longitude DD
-97.92870278 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6075 x
-10901373.3275154 y
4281498.64997373 |
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| 06533 | 4310 1035 X | 6533 | — | S.H. 32 | BOGGY CREEK | 4310 1035 X | 30ft. - 40ft. - 30ft. I-BEAM SPANS | 1938 | 33.983875 | -96.97541111 | 101.05 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6035 BRKEY
6533 NBI No.
6533 On Under
1 Structure No.
4310 1035 X Control No.
010 Lane Ind.
Milepoint
10350 Facility Carried
S.H. 32 Feature Intersected
BOGGY CREEK Division
07 County
085 Location
10.4 MI E JCT US77 Sufficiency
75 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1400 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
49.709695 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
06533 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 40ft. - 30ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4310 1035 X H Index
99.4295 Latitude
33:59:01.95 Longitude
-96:58:31.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
06533 Vault Link
http://plansrv1/bridgemaintvault/b06533 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
33.983875 Longitude DD
-96.97541111 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6035 x
-10795253.3842336 y
4026637.03805804 |
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| 06532 | 0314 0779 X | 6532 | — | S.H. 7 | WATSON CREEK | 0314 0779 X | 30ft. - 40ft. - 30ft. I-BEAM | 1938 | 34.37903611 | -96.27933333 | 101.05 | 42.7 | — | 3 | 0 | 2 | 40.499 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6034 BRKEY
6532 NBI No.
6532 On Under
1 Structure No.
0314 0779 X Control No.
014 Lane Ind.
Milepoint
07790 Facility Carried
S.H. 7 Feature Intersected
WATSON CREEK Division
02 County
005 Location
7.79 E JOHNSTON C/L Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.499 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
119.5 HS Inv. Rating Method
1 HS Inv. Method
71.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06532 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
30ft. - 40ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0314 0779 X H Index
99.418 Latitude
34:22:44.53 Longitude
-96:16:45.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52 NBI Text
06532 Vault Link
http://plansrv1/bridgemaintvault/b06532 GIS FO/SD
Meets Standards H Inv. Method
44.6 Latitude DD
34.37903611 Longitude DD
-96.27933333 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6034 x
-10717766.3602115 y
4079811.57879278 |
|||||||||||||||||||||||||||||||||||||
| 06531 | 6220R0776 X | 6531 | — | S.H. 48 | SINCERE CREEK | 6220 0776 X | 30ft.-50ft.-30 I-BM | 1938 | 34.789425 | -96.44145556 | 108.924 | 22.966 | — | 3 | 0 | 2 | 21.982 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.8 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
6033 BRKEY
6531 NBI No.
6531 On Under
1 Structure No.
6220R0776 X Control No.
020 Lane Ind.
Milepoint
07760 Facility Carried
S.H. 48 Feature Intersected
SINCERE CREEK Division
03 County
123 Location
7.8 MI N COAL C/L Sufficiency
8.8 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1938 ADT Total
550 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
22.966 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2029 Bypass Detour
29.825817 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
06531 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30 I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6220 0776 X H Index
62.7824 Latitude
34:47:21.93 Longitude
-96:26:29.24 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06531 Vault Link
http://plansrv1/bridgemaintvault/b06531 GIS FO/SD
SD H Inv. Method
16.755 Latitude DD
34.789425 Longitude DD
-96.44145556 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6033 x
-10735813.7243013 y
4135301.53632791 |
|||||||||||||||||||||||||||||||||||||
| 06530 | 4716R0651 X | 6530 | — | U.S. 281 | GRIEVER CREEK | 4716 0651 X | 30ft.-40ft.-30ft. I-BM. SPANS SK60 LF | 1938 | 36.30767778 | -98.92974722 | 102.034 | 28.999 | — | 3 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.1 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 950 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
6032 BRKEY
6530 NBI No.
6530 On Under
1 Structure No.
4716R0651 X Control No.
016 Lane Ind.
Milepoint
06510 Facility Carried
U.S. 281 Feature Intersected
GRIEVER CREEK Division
06 County
093 Location
6.6 MI N JCT US 60 Sufficiency
38.1 Kind Hwy
2 Level Service
1 Route No.
00281 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
1938 ADT Total
950 ADT Year
2009 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
102.034 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.486 HS Inv. Rating Method
1 HS Inv. Method
30.314 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2029 Bypass Detour
57.166149 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
06530 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BM. SPANS SK60 LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4716 0651 X H Index
64.0706 Latitude
36:18:27.64 Longitude
-98:55:47.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06530 Vault Link
http://plansrv1/bridgemaintvault/b06530 GIS FO/SD
SD H Inv. Method
19.401 Latitude DD
36.30767778 Longitude DD
-98.92974722 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6032 x
-11012809.0848377 y
4343040.36748275 |
|||||||||||||||||||||||||||||||||||||
| 06529 | 4914R0480 X | 6529 | — | S.H. 28 | OSAGE CREEK | 4914 0480 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1938 | 36.43780278 | -95.34904444 | 101.05 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.2 | Serious (3) | Poor (4) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
6031 BRKEY
6529 NBI No.
6529 On Under
1 Structure No.
4914R0480 X Control No.
014 Lane Ind.
Milepoint
04800 Facility Carried
S.H. 28 Feature Intersected
OSAGE CREEK Division
08 County
097 Location
4.9 MI E ROGERS CO Sufficiency
16.2 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
3000 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.793 HS Inv. Rating Method
1 HS Inv. Method
32.298 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2029 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06529 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0480 X H Index
50.6488 Latitude
36:26:16.09 Longitude
-95:20:56.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06529 Vault Link
http://plansrv1/bridgemaintvault/b06529 GIS FO/SD
SD H Inv. Method
20.283 Latitude DD
36.43780278 Longitude DD
-95.34904444 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6031 x
-10614207.074686 y
4361030.78764168 |
|||||||||||||||||||||||||||||||||||||
| 06528 | 4402R0441 X | 6528 | — | U.S. 62 | N. FORK WALNUT CR. O'FLO | 4402R0441 X | 3-36ft. I-BM. SPANS | 1938 | 35.165 | -97.61333333 | 108.924 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.5 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6012 BRKEY
6528 NBI No.
6528 On Under
1 Structure No.
4402R0441 X Control No.
002 Lane Ind.
Milepoint
04410 Facility Carried
U.S. 62 Feature Intersected
N. FORK WALNUT CR. O'FLO Division
03 County
087 Location
4.3 MI.NE. GRADY CL Sufficiency
40.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
6600 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6200 Future ADT Year
2017 Bypass Detour
14.912909 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
06528 ODOT County
44 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
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4402R0441 X H Index
100 Latitude
35:09:54 Longitude
-97:36:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06528 Vault Link
http://plansrv1/bridgemaintvault/b06528 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
35.165 Longitude DD
-97.61333333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6012 x
-10866266.5609297 y
4186326.65379758 |
|||||||||||||||||||||||||||||||||||||
| 05490 | 4006 1192EX | 5490 | — | U.S. 59 | COAL CREEK | 4006 1192EX | 50ft. - 80ft. - 50ft. PC BEAM | 1996 | 35.18541111 | -94.67299167 | 182.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
6000 BRKEY
5490 NBI No.
5490 On Under
1 Structure No.
4006 1192EX Control No.
006 Lane Ind.
E Milepoint
11920 Facility Carried
U.S. 59 Feature Intersected
COAL CREEK Division
02 County
079 Location
11.6N JCT US-271 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
0.124274 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
05490 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 80ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 1192EX H Index
99.5204 Latitude
35:11:07.48 Longitude
-94:40:22.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
053 NBI Text
05490 Vault Link
http://plansrv1/bridgemaintvault/b05490 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.18541111 Longitude DD
-94.67299167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6000 x
-10538949.2245802 y
4189106.40706904 |
|||||||||||||||||||||||||||||||||||||
| 05489 | 5412R0643 X | 5489 | — | S.H. 48 | LITTLE WALNUT CREEK | 5412 0643 X | 36ft.-50ft.-36ft. I-BM. SPANS | 1937 | 35.56545556 | -96.388025 | 123.031 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
5999 BRKEY
5489 NBI No.
5489 On Under
1 Structure No.
5412R0643 X Control No.
012 Lane Ind.
Milepoint
06430 Facility Carried
S.H. 48 Feature Intersected
LITTLE WALNUT CREEK Division
03 County
107 Location
5.9 MI N JCT US 62 Sufficiency
53 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
1400 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
123.031 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.5 HS Inv. Rating Method
1 HS Inv. Method
28.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2036 Bypass Detour
54.680665 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
05489 ODOT County
54 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
36ft.-50ft.-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5412 0643 X H Index
71.8917 Latitude
35:33:55.64 Longitude
-96:23:16.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 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
05489 Vault Link
http://plansrv1/bridgemaintvault/b05489 GIS FO/SD
SD H Inv. Method
19.4 Latitude DD
35.56545556 Longitude DD
-96.388025 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5999 x
-10729865.8615693 y
4240992.29196741 |
|||||||||||||||||||||||||||||||||||||
| 05488 | 2006R0285 X | 5488 | — | U.S. 183 | S.L. & S.F. R.R. UNDER | 2006 0285 X | 3-40ft. I-BEAM SPANS, SK. 25 DEG. R.F. | 1937 | 35.50441389 | -98.96469722 | 122.047 | 46.001 | — | 3 | 25 | 2 | 42.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6600 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
5998 BRKEY
5488 NBI No.
5488 On Under
1 Structure No.
2006R0285 X Control No.
006 Lane Ind.
Milepoint
02850 Facility Carried
U.S. 183 Feature Intersected
S.L. & S.F. R.R. UNDER Division
05 County
039 Location
2.9 MI N WASHITA C/L Sufficiency
68.8 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1937 ADT Total
6600 ADT Year
2007 Design Load
H 20 Skew
25 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
R Underclearance Right
20 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
122.047 Deck Width
46.001 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
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.949 HS Inv. Rating Method
1 HS Inv. Method
54.013 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2027 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
2208 NBI Rating
05488 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-40ft. I-BEAM SPANS, SK. 25 DEG. R.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2006 0285 X H Index
62.4643 Latitude
35:30:15.89 Longitude
-98:57:52.91 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 183 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05488 Vault Link
http://plansrv1/bridgemaintvault/b05488 GIS FO/SD
Meets Standards H Inv. Method
38.25 Latitude DD
35.50441389 Longitude DD
-98.96469722 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
5998 x
-11016699.7010409 y
4232642.0198511 |
|||||||||||||||||||||||||||||||||||||
| 05487 | 0724 0093 X | 5487 | — | S.H. 78 | CHUCKWA CREEK | 0724 0093 X | (3) 41ft x40ft x41ft. I-BEAM SK 30° | 1937 | 34.010786 | -96.372911 | 122.047 | 42.2 | — | 3 | 30 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 7400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5997 BRKEY
5487 NBI No.
5487 On Under
1 Structure No.
0724 0093 X Control No.
024 Lane Ind.
Milepoint
00930 Facility Carried
S.H. 78 Feature Intersected
CHUCKWA CREEK Division
02 County
013 Location
0.93 N JCT US-70 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00078 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
16 - Minor Arterial (Urban) Year Built
1937 ADT Total
7400 ADT Year
2022 Design Load
H 20 Skew
30 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
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
122.047 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 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
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05487 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 41ft x40ft x41ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0724 0093 X H Index
68.8962 Latitude
34:00:38.83 Longitude
-96:22:22.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
082 NBI Text
05487 Vault Link
http://plansrv1/bridgemaintvault/b05487 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.010786 Longitude DD
-96.372911 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
5997 x
-10728183.3787855 y
4030250.41437538 |
|||||||||||||||||||||||||||||||||||||
| 05486 | 4042 0049 X | 5486 | — | S.H. 83 | KANSAS CITY SOUTHERN R.R | 4042 0015 X | 44ft. - 41ft. - 40ft. I-BEAM | 1937 | 34.98566389 | -94.63083333 | 127.001 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
5996 BRKEY
5486 NBI No.
5486 On Under
1 Structure No.
4042 0049 X Control No.
042 Lane Ind.
Milepoint
00490 Facility Carried
S.H. 83 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
02 County
079 Location
0.15 E JCT US-59 Sufficiency
52.7 Kind Hwy
3 Level Service
1 Route No.
00083 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
7.589 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
127.001 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
66.5 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
05486 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
44ft. - 41ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4042 0015 X H Index
67.5258 Latitude
34:59:08.39 Longitude
-94:37:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 83 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
158 NBI Text
05486 Vault Link
http://plansrv1/bridgemaintvault/b05486 GIS FO/SD
FO H Inv. Method
20 Latitude DD
34.98566389 Longitude DD
-94.63083333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5996 x
-10534256.1796387 y
4161933.0946039 |
|||||||||||||||||||||||||||||||||||||
| 05484 | 0610R1062 X | 5484 | — | S.H. 3 | CREEK | 0610 1062 X | 30ft.-50ft.-30ft. I-BEAM SPANS | 1937 | 35.84103056 | -98.22906389 | 110.892 | 27.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.2 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2100 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
5976 BRKEY
5484 NBI No.
5484 On Under
1 Structure No.
0610R1062 X Control No.
010 Lane Ind.
Milepoint
10620 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
05 County
011 Location
10.8 E US-270 WATONGA Sufficiency
34.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1937 ADT Total
2100 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24.003 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
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.94 HS Inv. Rating Method
1 HS Inv. Method
32.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2034 Bypass Detour
65.865346 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
05484 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0610 1062 X H Index
53.667 Latitude
35:50:27.71 Longitude
-98:13:44.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05484 Vault Link
http://plansrv1/bridgemaintvault/b05484 GIS FO/SD
SD H Inv. Method
24.96 Latitude DD
35.84103056 Longitude DD
-98.22906389 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5976 x
-10934809.3733347 y
4278769.41166667 |
|||||||||||||||||||||||||||||||||||||
| 05483 | 1022R0600 X | 5483 | — | S.H. 76 | WALNUT CREEK | 1022R0600 X | 30ft.-50ft.-30ft. I-BM. SPANS SK.60 DEG., DETOUR CARRIES TRAFFIC | 1937 | 34.24666667 | -97.49166667 | 111.877 | 27.001 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 4 | Critical (2) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5975 BRKEY
5483 NBI No.
5483 On Under
1 Structure No.
1022R0600 X Control No.
022 Lane Ind.
Milepoint
06000 Facility Carried
S.H. 76 Feature Intersected
WALNUT CREEK Division
07 County
019 Location
6.3 MI N JCT US 70 Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
3300 ADT Year
1999 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
111.877 Deck Width
27.001 Bridge Open Closed
D TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
3600 Future ADT Year
2017 Bypass Detour
49.709695 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
05483 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-50ft.-30ft. I-BM. SPANS SK.60 DEG., DETOUR CARRIES TRAFFIC Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1022R0600 X H Index
100 Latitude
34:14:48 Longitude
-97:29:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 76 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
05483 Vault Link
http://plansrv1/bridgemaintvault/b05483 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.24666667 Longitude DD
-97.49166667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5975 x
-10852722.690292 y
4061971.61907145 |
|||||||||||||||||||||||||||||||||||||
| 05482 | 5306R0501 X | 5482 | — | U.S. 169 | DOUBLE CREEK | 5306R0501 X | 30ft.-50ft.-30ft. I-BM. SPANS | 1937 | 36.67 | -95.64666667 | 110.892 | 28.999 | — | 3 | 99 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.5 | Poor (4) | Serious (3) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4340 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5974 BRKEY
5482 NBI No.
5482 On Under
1 Structure No.
5306R0501 X Control No.
006 Lane Ind.
Milepoint
05010 Facility Carried
U.S. 169 Feature Intersected
DOUBLE CREEK Division
08 County
105 Location
5.0 MI N ROGERS CO Sufficiency
39.5 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1937 ADT Total
4340 ADT Year
1999 Design Load
H 15 Skew
99 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
8 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2900 Future ADT Year
2017 Bypass Detour
54.059293 School Bus Rte.
1 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
05482 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5306R0501 X H Index
100 Latitude
36:40:12 Longitude
-95:38:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 169 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
05482 Vault Link
http://plansrv1/bridgemaintvault/b05482 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
36.67 Longitude DD
-95.64666667 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5974 x
-10647338.2297784 y
4393208.32092838 |
|||||||||||||||||||||||||||||||||||||
| 05481 | 2630R0443 X | 5481 | — | S.H. 39 | WEST WINTER CREEK | 2630 0443 X | 36ft.-44ft.-36ft. I-BM. SPANS | 1937 | 35.0442 | -97.74391944 | 117.1 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 13.4 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
5973 BRKEY
5481 NBI No.
5481 On Under
1 Structure No.
2630R0443 X Control No.
030 Lane Ind.
Milepoint
04430 Facility Carried
S.H. 39 Feature Intersected
WEST WINTER CREEK Division
07 County
051 Location
4.4 MI E US62 Sufficiency
13.4 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
1800 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
117.1 Deck Width
26.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
16.05 HS Inv. Rating Method
1 HS Inv. Method
16 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2035 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
161616 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
05481 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
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
36ft.-44ft.-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2630 0443 X H Index
72.235 Latitude
35:02:39.12 Longitude
-97:44:38.11 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
80-26 NBI Text
05481 Vault Link
http://plansrv1/bridgemaintvault/b05481 GIS FO/SD
SD H Inv. Method
16 Latitude DD
35.0442 Longitude DD
-97.74391944 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5973 x
-10880803.3401995 y
4169889.37097057 |
|||||||||||||||||||||||||||||||||||||
| 05480 | 0912R0063 X | 5480 | — | U.S. 81 | FOUR MILE CREEK | 0912R0063 X | 5-22.3ft. CONC. SLAB SPANS WITH 1-5ft. SIDEWALK | 1937 | 35.54146389 | -97.95482778 | 111.877 | 37.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 7 | Critical (2) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5890 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5972 BRKEY
5480 NBI No.
5480 On Under
1 Structure No.
0912R0063 X Control No.
012 Lane Ind.
Milepoint
00630 Facility Carried
U.S. 81 Feature Intersected
FOUR MILE CREEK Division
04 County
017 Location
0.7 MI. N. JCT. SH66 Sufficiency
7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1937 ADT Total
5890 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30 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
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
111.877 Deck Width
37.001 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
4800 Future ADT Year
2017 Bypass Detour
34.796787 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
05480 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
5 Description
5-22.3ft. CONC. SLAB SPANS WITH 1-5ft. SIDEWALK Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0912R0063 X H Index
100 Latitude
35:32:29.27 Longitude
-97:57:17.38 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 81 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05480 Vault Link
http://plansrv1/bridgemaintvault/b05480 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.54146389 Longitude DD
-97.95482778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
5972 x
-10904281.5492124 y
4237709.56329974 |
|||||||||||||||||||||||||||||||||||||
| 05479 | 4006 1192WX | 5479 | — | U.S. 59 | COAL CREEK | 4006 1192WX | 50ft. - 80ft. - 50ft. PC BEAM | 1995 | 35.18590833 | -94.67334722 | 182 | 41 | — | 3 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4550 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5971 BRKEY
5479 NBI No.
5479 On Under
1 Structure No.
4006 1192WX Control No.
006 Lane Ind.
W Milepoint
11920 Facility Carried
U.S. 59 Feature Intersected
COAL CREEK Division
02 County
079 Location
11.92 N JCT US-271 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1995 ADT Total
4550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
34 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7280 Future ADT Year
2042 Bypass Detour
0.124274 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
05479 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 80ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 1192WX H Index
90.4977 Latitude
35:11:09.27 Longitude
-94:40:24.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
054 NBI Text
05479 Vault Link
http://plansrv1/bridgemaintvault/b05479 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.18590833 Longitude DD
-94.67334722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5971 x
-10538988.8042252 y
4189174.13129803 |
|||||||||||||||||||||||||||||||||||||
| 05478 | 3710R1192 X | 5478 | — | S.H. 33 | CAMPBELL CREEK | 3710 1192 X | 30ft.-40ft.-30ft. I-BM. SPANS W/ CONC. POSTS & RAILS | 1937 | 35.84199722 | -97.72549167 | 101.329 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 10 | Serious (3) | Fair (5) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
5952 BRKEY
5478 NBI No.
5478 On Under
1 Structure No.
3710R1192 X Control No.
010 Lane Ind.
Milepoint
11920 Facility Carried
S.H. 33 Feature Intersected
CAMPBELL CREEK Division
04 County
073 Location
12 MI E JCT US 81 Sufficiency
10 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
1900 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.329 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.92 HS Inv. Rating Method
1 HS Inv. Method
22.818 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2034 Bypass Detour
52.816551 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
05478 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BM. SPANS W/ CONC. POSTS & RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3710 1192 X H Index
76.8467 Latitude
35:50:31.19 Longitude
-97:43:31.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05478 Vault Link
http://plansrv1/bridgemaintvault/b05478 GIS FO/SD
SD H Inv. Method
13.999 Latitude DD
35.84199722 Longitude DD
-97.72549167 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5952 x
-10878751.9702267 y
4278902.15632416 |
|||||||||||||||||||||||||||||||||||||
| 05477 | 2630R0669 X | 5477 | — | S.H. 39 | EAST WINTER CREEK | 2630R0669 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1937 | 35.04333333 | -97.70333333 | 101.05 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.5 | Poor (4) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1550 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5951 BRKEY
5477 NBI No.
5477 On Under
1 Structure No.
2630R0669 X Control No.
030 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 39 Feature Intersected
EAST WINTER CREEK Division
07 County
051 Location
6.6 MI E US62 Sufficiency
45.5 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
1550 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
18.85 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1700 Future ADT Year
2017 Bypass Detour
18.019764 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
05477 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2630R0669 X H Index
100 Latitude
35:02:36 Longitude
-97:42:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 39 Scour
2 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
82-26 NBI Text
05477 Vault Link
http://plansrv1/bridgemaintvault/b05477 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
35.04333333 Longitude DD
-97.70333333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5951 x
-10876285.3151011 y
4169771.53091601 |
|||||||||||||||||||||||||||||||||||||
| 05476 | 2204R0570 X | 5476 | — | U.S. 60 | COTTONWOOD CREEK | 2204 0570 X | 30ft.-40ft.-30ft. I-BEAM SPANS | 1937 | 36.14426111 | -99.19841389 | 101.05 | 27.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5950 BRKEY
5476 NBI No.
5476 On Under
1 Structure No.
2204R0570 X Control No.
004 Lane Ind.
Milepoint
05700 Facility Carried
U.S. 60 Feature Intersected
COTTONWOOD CREEK Division
05 County
043 Location
5.7 MI E JCT S.H. 34 Sufficiency
53 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1937 ADT Total
1600 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
49.709695 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
05476 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2204 0570 X H Index
85.3241 Latitude
36:08:39.34 Longitude
-99:11:54.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05476 Vault Link
http://plansrv1/bridgemaintvault/b05476 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
36.14426111 Longitude DD
-99.19841389 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5950 x
-11042716.9217352 y
4320489.67751484 |
|||||||||||||||||||||||||||||||||||||
| 05475 | 4726R0567 X | 5475 | — | U.S. 412 | GRIEVER CREEK | 4726R0567 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1937 | 36.41333333 | -98.78833333 | 101.05 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 4 | Failed (0) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1940 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5949 BRKEY
5475 NBI No.
5475 On Under
1 Structure No.
4726R0567 X Control No.
026 Lane Ind.
Milepoint
05670 Facility Carried
U.S. 412 Feature Intersected
GRIEVER CREEK Division
06 County
093 Location
5.7 MI E JCT US 281 Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00412 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
02 - Principal Arterial Other (Rural) Year Built
1937 ADT Total
1940 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
27.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 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
1700 Future ADT Year
2017 Bypass Detour
47.22421 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
05475 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4726R0567 X H Index
74.5031 Latitude
36:24:48 Longitude
-98:47:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 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
05475 Vault Link
http://plansrv1/bridgemaintvault/b05475 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.41333333 Longitude DD
-98.78833333 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5949 x
-10997066.9626118 y
4357645.46710821 |
|||||||||||||||||||||||||||||||||||||
| 05474 | 2320R0514 X | 5474 | — | S.H. 15 | WILLOW CREEK | 2320 0514 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1937 | 36.30002778 | -99.80346667 | 101.001 | 25.801 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.7 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
5948 BRKEY
5474 NBI No.
5474 On Under
1 Structure No.
2320R0514 X Control No.
020 Lane Ind.
Milepoint
05140 Facility Carried
S.H. 15 Feature Intersected
WILLOW CREEK Division
06 County
045 Location
5.0 MI NE US283 Sufficiency
34.7 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24.003 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
1937 ADT Total
2000 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.001 Deck Width
25.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.73 HS Inv. Rating Method
1 HS Inv. Method
28.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2027 Bypass Detour
26 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
05474 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0514 X H Index
44.5232 Latitude
36:18:00.1 Longitude
-99:48:12.48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 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
05474 Vault Link
http://plansrv1/bridgemaintvault/b05474 GIS FO/SD
SD H Inv. Method
17.968 Latitude DD
36.30002778 Longitude DD
-99.80346667 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5948 x
-11110071.0891078 y
4341983.65289228 |
|||||||||||||||||||||||||||||||||||||
| 05471 | 2512R1597 X | 5471 | — | S.H. 19 | SPRING BROOK CREEK | 2512R1597 X | 3-30ft. I-BM. SPANS SK. 45 DEG. | 1937 | 34.79666667 | -96.97166667 | 92.848 | 27.001 | — | 3 | 45 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 6 | Serious (3) | Poor (4) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2270 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5927 BRKEY
5471 NBI No.
5471 On Under
1 Structure No.
2512R1597 X Control No.
012 Lane Ind.
Milepoint
15970 Facility Carried
S.H. 19 Feature Intersected
SPRING BROOK CREEK Division
03 County
049 Location
0.3 MI W JCT US 177 Sufficiency
6 Kind Hwy
3 Level Service
1 Route No.
00019 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
1937 ADT Total
2270 ADT Year
1999 Design Load
H 15 Skew
45 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
92.848 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
3 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
3 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
2200 Future ADT Year
2017 Bypass Detour
6.213712 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
05471 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2512R1597 X H Index
100 Latitude
34:47:48 Longitude
-96:58:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 19 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
05471 Vault Link
http://plansrv1/bridgemaintvault/b05471 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
34.79666667 Longitude DD
-96.97166667 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5927 x
-10794836.5550795 y
4136283.17403467 |
|||||||||||||||||||||||||||||||||||||
| 05464 | 4216 0316 X | 5464 | — | S.H. 74 | COTTONWOOD CREEK O'FLOW | 4216 0316 X | 8-10ft. X 8ft. X 30ft. RCB WITH PARAPET RAILS | 1937 | 35.77196667 | -97.58482778 | 89.498 | 32.5 | — | 8 | 0 | 2 | 30.499 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5902 BRKEY
5464 NBI No.
5464 On Under
1 Structure No.
4216 0316 X Control No.
016 Lane Ind.
Milepoint
03160 Facility Carried
S.H. 74 Feature Intersected
COTTONWOOD CREEK O'FLOW Division
04 County
083 Location
3.2 MI N OKLA. C/L Sufficiency
59.9 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30.499 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
1937 ADT Total
5400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
30.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
89.498 Deck Width
32.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
3 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
8640 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
05464 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
8-10ft. X 8ft. X 30ft. RCB WITH PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4216 0316 X H Index
60.6657 Latitude
35:46:19.08 Longitude
-97:35:05.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
4 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
05464 Vault Link
http://plansrv1/bridgemaintvault/b05464 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.77196667 Longitude DD
-97.58482778 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5902 x
-10863093.3376189 y
4269289.53246382 |
|||||||||||||||||||||||||||||||||||||
| 05463 | 5504 0280 X | 5463 | — | SLWC R.R. | U.S. 62 UNDER | 5504 0280 X | 82ft. THRU PLATE GIRDER SPAN | 1937 | 35.49311111 | -97.41595 | 83.005 | 15.997 | — | 1 | 0 | 4 | 48.002 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 14 - Other Principal Arterial (Urban) | H | 18300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5901 BRKEY
5463 NBI No.
5463 On Under
2 Structure No.
5504 0280 X Control No.
004 Lane Ind.
Milepoint
02800 Facility Carried
SLWC R.R. Feature Intersected
U.S. 62 UNDER Division
04 County
109 Location
2.9 MI E OF JCT I-35 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
2 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1937 ADT Total
18300 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
48.002 Ref. Underclearance Rt.
H Underclearance Right
2.598 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
48.002 Span Type Main
M Material
3 - Steel Design
03 Length
83.005 Deck Width
15.997 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
29280 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1308 Max Measured Clearance
1404 Min Measured Clearance
1400 NBI Rating
05463 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
82ft. THRU PLATE GIRDER SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 0280 X H Index
-1 Latitude
35:29:35.2 Longitude
-97:24:57.42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 62 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
05463 Vault Link
http://plansrv1/bridgemaintvault/b05463 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.49311111 Longitude DD
-97.41595 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
5901 x
-10844293.949143 y
4231096.53852034 |
|||||||||||||||||||||||||||||||||||||
| 05370 | 5128 2127 X | 5370 | — | S.H. 10 | ROSS LAKE CREEK | 5128 2127 X | 3-10ft.X 3ft.X 41ft. R.C.B | 1937 | 35.76948889 | -95.25484444 | 33.136 | 41.001 | — | 3 | 0 | 2 | 38.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5898 BRKEY
5370 NBI No.
5370 On Under
1 Structure No.
5128 2127 X Control No.
028 Lane Ind.
Milepoint
21270 Facility Carried
S.H. 10 Feature Intersected
ROSS LAKE CREEK Division
01 County
101 Location
0.7 MI E JCT US 62 Sufficiency
74.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
05370 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
3-10ft.X 3ft.X 41ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 2127 X H Index
93.2147 Latitude
35:46:10.16 Longitude
-95:15:17.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05370 Vault Link
http://plansrv1/bridgemaintvault/b05370 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.76948889 Longitude DD
-95.25484444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5898 x
-10603720.7786533 y
4268949.57937812 |
|||||||||||||||||||||||||||||||||||||
| 05369 | 1411 1439 X | 5369 | — | S.H. 9 | CREEK | 1411 1439 X | 3-10ft.X 8ft.X 52ft. RDY R.C.BOX | 1937 | 35.2321 | -97.18691944 | 34.121 | 54.134 | — | 3 | 0 | 2 | 41.995 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 6700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5897 BRKEY
5369 NBI No.
5369 On Under
1 Structure No.
1411 1439 X Control No.
011 Lane Ind.
Milepoint
14390 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
027 Location
14.6 MI E JCT US77 Sufficiency
82 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1937 ADT Total
6700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
41.995 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
34.121 Deck Width
54.134 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
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
57.1 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
55.923407 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
05369 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 52ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1411 1439 X H Index
67.4537 Latitude
35:13:55.56 Longitude
-97:11:12.91 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
-1 NBI Text
05369 Vault Link
http://plansrv1/bridgemaintvault/b05369 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.2321 Longitude DD
-97.18691944 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
5897 x
-10818798.3838277 y
4195467.51162497 |
|||||||||||||||||||||||||||||||||||||
| 05368 | 4002R1400 X | 5368 | — | U.S. 59 | CEDAR CREEK O'FLOW | 4002 1400 X | 36ft. WF-BEAM | 1919 | 34.77946944 | -94.64010833 | 37.001 | 26.801 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
5896 BRKEY
5368 NBI No.
5368 On Under
1 Structure No.
4002R1400 X Control No.
002 Lane Ind.
Milepoint
14000 Facility Carried
U.S. 59 Feature Intersected
CEDAR CREEK O'FLOW Division
02 County
079 Location
5.58 NW JCT US-259 Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 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
02 - Principal Arterial Other (Rural) Year Built
1919 ADT Total
1700 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
37.001 Deck Width
26.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.32 HS Inv. Rating Method
1 HS Inv. Method
34.392 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2035 Bypass Detour
70.214944 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
05368 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.401 Rt. Curb SW
1.401 Description
36ft. WF-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4002 1400 X H Index
80.061 Latitude
34:46:46.09 Longitude
-94:38:24.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
019 NBI Text
05368 Vault Link
http://plansrv1/bridgemaintvault/b05368 GIS FO/SD
Meets Standards H Inv. Method
23.149 Latitude DD
34.77946944 Longitude DD
-94.64010833 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5896 x
-10535288.6679158 y
4133952.16052924 |
|||||||||||||||||||||||||||||||||||||
| 05367 | 3304 1227 X | 5367 | — | U.S. 62 | CREEK | 3304 1227 X | 3-10ft.X3ft.X128ft. RDY. R.C.BOX | 1937 | 34.63773611 | -99.20619722 | 33.136 | 130 | — | 3 | 0 | 4 | 129.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Fair (5) | 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 | 5000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5895 BRKEY
5367 NBI No.
5367 On Under
1 Structure No.
3304 1227 X Control No.
004 Lane Ind.
Milepoint
12270 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
065 Location
12.5 MI E JCT U.S. 283 Sufficiency
66 Kind Hwy
2 Level Service
1 Route No.
00062 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
1937 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
129.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
130 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05367 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X3ft.X128ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 1227 X H Index
95.7429 Latitude
34:38:15.85 Longitude
-99:12:22.31 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
-1 NBI Text
05367 Vault Link
http://plansrv1/bridgemaintvault/b05367 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.63773611 Longitude DD
-99.20619722 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5895 x
-11043583.3580675 y
4114759.2576805 |
|||||||||||||||||||||||||||||||||||||
| 05366 | 2216R1222 X | 5366 | — | U.S. 270 | LITTLE ROBE CREEK | 2216 1222 X | 3-10ft.X10ft.X94ft. RDY. R.C.B. | 1937 | 36.014253 | -98.777703 | 34.121 | 96.001 | — | 3 | 0 | 2 | 94.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3600 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
5894 BRKEY
5366 NBI No.
5366 On Under
1 Structure No.
2216R1222 X Control No.
016 Lane Ind.
Milepoint
12220 Facility Carried
U.S. 270 Feature Intersected
LITTLE ROBE CREEK Division
05 County
043 Location
12.6 MI SE U.S. 60 Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 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
1937 ADT Total
3600 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
94.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
16 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
96.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
657.4 HS Inv. Rating Method
1 HS Inv. Method
394.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2040 Bypass Detour
57.787521 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
05366 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X94ft. RDY. R.C.B. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2216 1222 X H Index
67 Latitude
36:00:51.31 Longitude
-98:46:39.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05366 Vault Link
http://plansrv1/bridgemaintvault/b05366 GIS FO/SD
Meets Standards H Inv. Method
348.2 Latitude DD
36.014253 Longitude DD
-98.777703 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5894 x
-10995883.5996892 y
4302582.74013438 |
|||||||||||||||||||||||||||||||||||||
| 05365 | 3710R1216 X | 5365 | — | S.H. 33 | CREEK | 3710 1216 X | 3-10ft.X 8ft.X 30ft. R.C. BOX W/ FLEX-BEAM RAILS | 1937 | 35.84201389 | -97.7213 | 31.916 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.3 | 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 | 1900 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
5893 BRKEY
5365 NBI No.
5365 On Under
1 Structure No.
3710R1216 X Control No.
010 Lane Ind.
Milepoint
12160 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
12.2 MI E JCT US 81 Sufficiency
21.3 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.399 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
1937 ADT Total
1900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.916 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
2 Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3040 Future ADT Year
2034 Bypass Detour
52.819865 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
05365 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 30ft. R.C. BOX W/ FLEX-BEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3710 1216 X H Index
99.3276 Latitude
35:50:31.25 Longitude
-97:43:16.68 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
4 Local Bridge ID
-1 NBI Text
05365 Vault Link
http://plansrv1/bridgemaintvault/b05365 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
35.84201389 Longitude DD
-97.7213 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5893 x
-10878285.3556567 y
4278904.44551287 |
|||||||||||||||||||||||||||||||||||||
| 05456 | 2512R0672 X | 5456 | — | S.H. 19 | LITTLE PEAVINE CREEK | 2512 0672 X | 3-26ft. I-BM. SPANS | 1937 | 34.79654444 | -97.1354 | 79.068 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.8 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
5876 BRKEY
5456 NBI No.
5456 On Under
1 Structure No.
2512R0672 X Control No.
012 Lane Ind.
Milepoint
06720 Facility Carried
S.H. 19 Feature Intersected
LITTLE PEAVINE CREEK Division
03 County
049 Location
6.9 MI E JCT US 77 Sufficiency
30.8 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
2400 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.974 HS Inv. Rating Method
1 HS Inv. Method
27.007 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2032 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05456 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2512 0672 X H Index
83.3611 Latitude
34:47:47.56 Longitude
-97:08:07.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 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
05456 Vault Link
http://plansrv1/bridgemaintvault/b05456 GIS FO/SD
SD H Inv. Method
15.212 Latitude DD
34.79654444 Longitude DD
-97.1354 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5876 x
-10813063.2660009 y
4136266.60454767 |
|||||||||||||||||||||||||||||||||||||
| 05364 | 7616 1107 X | 5364 | — | U.S. 281 | CREEK | 7616 1107 X | 3-10X5X38.3ft. RCB | 1937 | 36.95624722 | -98.653125 | 32.152 | 38.301 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1300 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
5874 BRKEY
5364 NBI No.
5364 On Under
1 Structure No.
7616 1107 X Control No.
016 Lane Ind.
Milepoint
11070 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
06 County
151 Location
2.9 MI S KANSAS LINE Sufficiency
70.3 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.799 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
21.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
38.301 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
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
37.903642 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
05364 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X5X38.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7616 1107 X H Index
76.7851 Latitude
36:57:22.49 Longitude
-98:39:11.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
05364 Vault Link
http://plansrv1/bridgemaintvault/b05364 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.95624722 Longitude DD
-98.653125 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5874 x
-10982015.6401652 y
4433009.96736593 |
|||||||||||||||||||||||||||||||||||||
| 05363 | 0114 0986 X | 5363 | — | S.H. 51 | CUTACROSS BRANCH | 0114 0986 X | 2-10ft.X 7ft.X 60ft. R.C. BOX SK. 45 DEG. | 1937 | 35.83817778 | -94.65239444 | 32.152 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5873 BRKEY
5363 NBI No.
5363 On Under
1 Structure No.
0114 0986 X Control No.
014 Lane Ind.
Milepoint
09860 Facility Carried
S.H. 51 Feature Intersected
CUTACROSS BRANCH Division
01 County
001 Location
9.8 MI.SE.CHEROKEE CL Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
4000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 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
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
6400 Future ADT Year
2042 Bypass Detour
31.068559 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
05363 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
2-10ft.X 7ft.X 60ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0114 0986 X H Index
92.07 Latitude
35:50:17.44 Longitude
-94:39:08.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
05363 NBI Text
05363 Vault Link
http://plansrv1/bridgemaintvault/b05363 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.83817778 Longitude DD
-94.65239444 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5873 x
-10536656.3514249 y
4278377.6687713 |
|||||||||||||||||||||||||||||||||||||
| 05362 | 0114 0850 X | 5362 | — | S.H. 51 | LIGHTHOUSE BRANCH | 0114 0850 X | 3-10ft.X 10ft.X 35ft. R.C. BOX | 1937 | 35.848494 | -94.672419 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5872 BRKEY
5362 NBI No.
5362 On Under
1 Structure No.
0114 0850 X Control No.
014 Lane Ind.
Milepoint
08500 Facility Carried
S.H. 51 Feature Intersected
LIGHTHOUSE BRANCH Division
01 County
001 Location
8.5 MI.SE.CHEROKEE CL Sufficiency
78.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
4000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 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
6400 Future ADT Year
2042 Bypass Detour
31.068559 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
05362 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
3-10ft.X 10ft.X 35ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0114 0850 X H Index
77.44 Latitude
35:50:54.58 Longitude
-94:40:20.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
05362 NBI Text
05362 Vault Link
http://plansrv1/bridgemaintvault/b05362 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.848494 Longitude DD
-94.672419 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5872 x
-10538885.4752474 y
4279794.35566342 |
|||||||||||||||||||||||||||||||||||||
| 05361 | 3810 0816 X | 5361 | — | S.H. 9 | CREEK | 3810 0816 X | 3-10ft. X 3ft. X 34ft. RDY. R.C.B | 1937 | 35.001 | -99.19784444 | 33.136 | 36.001 | — | 3 | 0 | 2 | 34.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74 | Fair (5) | 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 | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5871 BRKEY
5361 NBI No.
5361 On Under
1 Structure No.
3810 0816 X Control No.
010 Lane Ind.
Milepoint
08160 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
05 County
075 Location
8.3 MI E GREER C/L Sufficiency
74 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
34.003 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
1937 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
34.003 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
33.136 Deck Width
36.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
44.738726 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
05361 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 3ft. X 34ft. RDY. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3810 0816 X H Index
87.46 Latitude
35:00:03.6 Longitude
-99:11:52.24 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
NBI Text
05361 Vault Link
http://plansrv1/bridgemaintvault/b05361 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.001 Longitude DD
-99.19784444 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5871 x
-11042653.5308512 y
4164017.04090029 |
|||||||||||||||||||||||||||||||||||||
| 05360 | 0602 0771 X | 5360 | — | U.S. 270 | CREEK | 0602 0771 X | 2-10ft.X9ft.X242ft. RDY. R.C.B., SK. 45 DEG. L.F. | 1937 | 35.84104167 | -98.51161944 | 33.002 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5870 BRKEY
5360 NBI No.
5360 On Under
1 Structure No.
0602 0771 X Control No.
002 Lane Ind.
Milepoint
07710 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
7.7 MI E DEWEY C/L Sufficiency
83.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
1937 ADT Total
4800 ADT Year
2022 Design Load
H 20 Skew
45 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
4 Fill RCB
14 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.002 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
566.4 HS Inv. Rating Method
1 HS Inv. Method
339.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05360 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X9ft.X242ft. RDY. R.C.B., SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0602 0771 X H Index
93.4 Latitude
35:50:27.75 Longitude
-98:30:41.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05360 Vault Link
http://plansrv1/bridgemaintvault/b05360 GIS FO/SD
Meets Standards H Inv. Method
287.9 Latitude DD
35.84104167 Longitude DD
-98.51161944 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5870 x
-10966263.3132815 y
4278770.93731608 |
|||||||||||||||||||||||||||||||||||||
| 05359 | 0408R0680 X | 5359 | — | U.S. 83 | CREEK | 0408R0680 X | 3-10ft.X 6ft.X 40.4ft. R.C. BOX WITH HANDRAILS. | 1937 | 36.58666667 | -100.82833333 | 32.152 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | 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 | 1970 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5869 BRKEY
5359 NBI No.
5359 On Under
1 Structure No.
0408R0680 X Control No.
008 Lane Ind.
Milepoint
06800 Facility Carried
U.S. 83 Feature Intersected
CREEK Division
06 County
007 Location
7.0 MI.N. TEXAS ST.L Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00083 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.399 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
1937 ADT Total
1970 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
2000 Future ADT Year
2017 Bypass Detour
19.883878 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
05359 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 40.4ft. R.C. BOX WITH HANDRAILS. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0408R0680 X H Index
100 Latitude
36:35:12 Longitude
-100:49:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 83 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05359 Vault Link
http://plansrv1/bridgemaintvault/b05359 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.58666667 Longitude DD
-100.82833333 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5869 x
-11224158.72383 y
4381648.98752002 |
|||||||||||||||||||||||||||||||||||||
| 05449 | 2204 1307 X | 5449 | — | U.S. 60 | CREEK | 2204 1307 X | 6-10ft.X10ft.X30ft. RDY. R.C.B. | 1937 | 36.14419444 | -99.0664 | 67.913 | 32.001 | — | 6 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5851 BRKEY
5449 NBI No.
5449 On Under
1 Structure No.
2204 1307 X Control No.
004 Lane Ind.
Milepoint
13070 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
05 County
043 Location
6.2 MI W JCT U.S. 183 Sufficiency
89.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
29.003 Span Type Main
M Material
1 - Concrete Design
19 Length
67.913 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.4 HS Inv. Rating Method
1 HS Inv. Method
38.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
49.709695 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
05449 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
6-10ft.X10ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2204 1307 X H Index
92.7157 Latitude
36:08:39.1 Longitude
-99:03:59.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05449 Vault Link
http://plansrv1/bridgemaintvault/b05449 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
36.14419444 Longitude DD
-99.0664 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5851 x
-11028021.2027228 y
4320480.4869881 |
|||||||||||||||||||||||||||||||||||||
| 05358 | 2416 0624 X | 5358 | — | S.H. 15 | CREEK | 2416 0624 X | 3-10ft. X 6ft. X 44ft. R.C. BOX | 1937 | 36.48846944 | -97.58642222 | 31.827 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5850 BRKEY
5358 NBI No.
5358 On Under
1 Structure No.
2416 0624 X Control No.
016 Lane Ind.
Milepoint
06240 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
04 County
047 Location
6.3 MI N JCT US 64 Sufficiency
91.8 Kind Hwy
3 Level Service
1 Route No.
00015 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
07 - Major Collector (Rural) Year Built
1937 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.827 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.71 HS Inv. Rating Method
1 HS Inv. Method
56.82 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
53.000002 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
05358 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 44ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2416 0624 X H Index
99.0433 Latitude
36:29:18.49 Longitude
-97:35:11.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
05358 Vault Link
http://plansrv1/bridgemaintvault/b05358 GIS FO/SD
Meets Standards H Inv. Method
31.56 Latitude DD
36.48846944 Longitude DD
-97.58642222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5850 x
-10863270.8298678 y
4368043.85759216 |
|||||||||||||||||||||||||||||||||||||
| 05357 | 3810 0590 X | 5357 | — | S.H. 9 | CREEK | 3810 0590 X | 3-10ft. X 6ft. X 30ft. RDY. R.C.B.W/ HANDRAILS | 1937 | 34.98963333 | -99.23428889 | 34.121 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5849 BRKEY
5357 NBI No.
5357 On Under
1 Structure No.
3810 0590 X Control No.
010 Lane Ind.
Milepoint
05900 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
05 County
075 Location
6.0 MI E GREER C/L Sufficiency
84.4 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
37.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.683 HS Inv. Rating Method
1 HS Inv. Method
32.187 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05357 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 30ft. RDY. R.C.B.W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3810 0590 X H Index
95.2462 Latitude
34:59:22.68 Longitude
-99:14:03.44 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
NBI Text
05357 Vault Link
http://plansrv1/bridgemaintvault/b05357 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.98963333 Longitude DD
-99.23428889 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5849 x
-11046710.5084674 y
4162472.44424473 |
|||||||||||||||||||||||||||||||||||||
| 05356 | 1022 0587 X | 5356 | — | S.H. 76 | WALNUT CREEK O'FLOW | 1022 0587 X | (3) 10ft. X 10ft. X 84ft. RCB | 1937 | 34.24519167 | -97.49205833 | 34.121 | 83.999 | — | 3 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | 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 | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
5848 BRKEY
5356 NBI No.
5356 On Under
1 Structure No.
1022 0587 X Control No.
022 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 76 Feature Intersected
WALNUT CREEK O'FLOW Division
07 County
019 Location
6.2 MI N JCT US70 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
82.001 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
34.121 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.7 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05356 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1022 0587 X H Index
95.0011 Latitude
34:14:42.69 Longitude
-97:29:31.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
058 NBI Text
05356 Vault Link
http://plansrv1/bridgemaintvault/b05356 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
34.24519167 Longitude DD
-97.49205833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5848 x
-10852766.2896837 y
4061772.98570252 |
|||||||||||||||||||||||||||||||||||||
| 05355 | 2630R0504 X | 5355 | — | S.H. 39 | CREEK | 2630 0504 X | 3-10ft.X 8ft.X 30ft. R.C.B | 1937 | 35.04421111 | -97.73303889 | 38.999 | 32.001 | — | 3 | 60 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
5847 BRKEY
5355 NBI No.
5355 On Under
1 Structure No.
2630R0504 X Control No.
030 Lane Ind.
Milepoint
05040 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
07 County
051 Location
5.0 MI E US62 Sufficiency
86.8 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
1800 ADT Year
2015 Design Load
H 20 Skew
60 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.999 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
5 Culv. Rating
7 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
43.1 HS Inv. Rating Method
1 HS Inv. Method
31.085 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2035 Bypass Detour
18.000001 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
05355 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 30ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2630 0504 X H Index
98.621 Latitude
35:02:39.16 Longitude
-97:43:58.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
81-26 NBI Text
05355 Vault Link
http://plansrv1/bridgemaintvault/b05355 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
35.04421111 Longitude DD
-97.73303889 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5847 x
-10879592.122914 y
4169890.88159173 |
|||||||||||||||||||||||||||||||||||||
| 05354 | 1304 0371 X | 5354 | — | U.S. 64 | CREEK | 1304 0371 X | 3-10ft.X 3ft.X 87.6ft. RCB | 1937 | 36.74954167 | -102.42274722 | 32.152 | 87.598 | — | 3 | 0 | 2 | 85.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
5846 BRKEY
5354 NBI No.
5354 On Under
1 Structure No.
1304 0371 X Control No.
004 Lane Ind.
Milepoint
03710 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
025 Location
3.9 MI. NE. JCT.US287 Sufficiency
99.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85.6 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
85.6 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
32.152 Deck Width
87.598 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
05354 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 3ft.X 87.6ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1304 0371 X H Index
98.118 Latitude
36:44:58.35 Longitude
-102:25:21.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05354 Vault Link
http://plansrv1/bridgemaintvault/b05354 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.74954167 Longitude DD
-102.42274722 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5846 x
-11401648.0661786 y
4404253.38765341 |
|||||||||||||||||||||||||||||||||||||
| 05353 | 2630 0338 X | 5353 | — | S.H. 39 | CREEK | 2630 0338 X | 3-10ft.X 10ft.X 41ft. R.C. BOX | 1937 | 35.04421667 | -97.76254167 | 34.101 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.4 | Fair (5) | 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 | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5845 BRKEY
5353 NBI No.
5353 On Under
1 Structure No.
2630 0338 X Control No.
030 Lane Ind.
Milepoint
03380 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
07 County
051 Location
3.3 MI E US62 Sufficiency
81.4 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 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
1937 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
41.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 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
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
18.019764 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
05353 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
3-10ft.X 10ft.X 41ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2630 0338 X H Index
94.9232 Latitude
35:02:39.18 Longitude
-97:45:45.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
79-26 NBI Text
05353 Vault Link
http://plansrv1/bridgemaintvault/b05353 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.04421667 Longitude DD
-97.76254167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5845 x
-10882876.3573606 y
4169891.63758223 |
|||||||||||||||||||||||||||||||||||||
| 05448 | 4610 1187 X | 5448 | — | S.H. 9 | WALLACE CREEK | 4610 1187 X | 60ft. I-BEAM ON 3 DEG. RT. CURVE | 1937 | 35.27066944 | -95.77780278 | 62.001 | 28.999 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.7 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5832 BRKEY
5448 NBI No.
5448 On Under
1 Structure No.
4610 1187 X Control No.
010 Lane Ind.
Milepoint
11870 Facility Carried
S.H. 9 Feature Intersected
WALLACE CREEK Division
01 County
091 Location
6.2 E JCT SH-52 Sufficiency
61.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 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
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
62.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
67.108088 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
05448 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft. I-BEAM ON 3 DEG. RT. CURVE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4610 1187 X H Index
86.329 Latitude
35:16:14.41 Longitude
-95:46:40.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10-1187 NBI Text
05448 Vault Link
http://plansrv1/bridgemaintvault/b05448 GIS FO/SD
SD H Inv. Method
23 Latitude DD
35.27066944 Longitude DD
-95.77780278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5832 x
-10661936.2347682 y
4200725.1474785 |
|||||||||||||||||||||||||||||||||||||
| 05447 | 4610 1166 X | 5447 | — | S.H. 9 | CREEK | 4610 1166 X | (5) 10ft. X 10ft. X 32ft. LONG RCB SK 30° | 1937 | 35.269225 | -95.78110556 | 64.701 | 0 | — | 5 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5831 BRKEY
5447 NBI No.
5447 On Under
1 Structure No.
4610 1166 X Control No.
010 Lane Ind.
Milepoint
11660 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
01 County
091 Location
6.0 E JCT SH-52 Sufficiency
76.3 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
64.701 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
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 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
2080 Future ADT Year
2042 Bypass Detour
67.108088 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
05447 ODOT County
46 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
(5) 10ft. X 10ft. X 32ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4610 1166 X H Index
63.864 Latitude
35:16:09.21 Longitude
-95:46:51.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10-1166 NBI Text
05447 Vault Link
http://plansrv1/bridgemaintvault/b05447 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.269225 Longitude DD
-95.78110556 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5831 x
-10662303.898556 y
4200528.20194433 |