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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| 28204 | 6636F0365SXR | 28204 | — | S.H. 66 NB RAMP | I-44 / U.S. 412 UNDER | 90ft. - 170ft. - 130ft. - 125ft. - 140ft. PLATE GIRDER SPANS | 1901 | 36.16226389 | -95.76680833 | 0 | -1 | — | 5 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | 100 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
28040 BRKEY
28204 NBI No.
28204 On Under
1 Structure No.
6636F0365SXR Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 66 NB RAMP Feature Intersected
I-44 / U.S. 412 UNDER Division
08 County
131 Location
_ Sufficiency
100 Kind Hwy
3 Level Service
7 Route No.
00066 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
5 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
0 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
_ 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
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28204 ODOT County
66 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft. - 170ft. - 130ft. - 125ft. - 140ft. PLATE GIRDER SPANS Route Flag
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
36:09:44.15 Longitude
-95:46:00.51 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 NB RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28204 Vault Link
http://plansrv1/bridgemaintvault/b28204 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.16226389 Longitude DD
-95.76680833 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28040 x
-10660712.3381926 y
4322971.66480332 |
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| 28203 | 6636 0299 X | 28203 | — | I-44 / U.S. 412 | 193RD E. AVE. UNDER | -1 | 53ft. - 133ft. - 99ft. TYPE IV PC BEAM SPANS | 2010 | 36.16241111 | -95.76201389 | 285 | 165 | — | 3 | 0 | 5 | 162.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 65600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28039 BRKEY
28203 NBI No.
28203 On Under
1 Structure No.
6636 0299 X Control No.
036 Lane Ind.
Milepoint
02990 Facility Carried
I-44 / U.S. 412 Feature Intersected
193RD E. AVE. UNDER Division
08 County
131 Location
TULSA-ROGERS CO.LINE Sufficiency
86.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2010 ADT Total
65600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
162.001 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
72.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
285 Deck Width
165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
78.5 HS Inv. Rating Method
3 HS Inv. Method
50.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
104960 Future ADT Year
2042 Bypass Detour
1.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1607 Max Measured Clearance
1703 Min Measured Clearance
1611 NBI Rating
28203 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft. - 133ft. - 99ft. TYPE IV PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9615 Latitude
36:09:44.68 Longitude
-95:45:43.25 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44/U.S. 412 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28203 Vault Link
http://plansrv1/bridgemaintvault/b28203 GIS FO/SD
Meets Standards H Inv. Method
50.6 Latitude DD
36.16241111 Longitude DD
-95.76201389 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28039 x
-10660178.6235732 y
4322991.96391604 |
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| 28202 | 5224 0241 X | 28202 | — | U.S. 177 | BLACK BEAR CREEK N O'FLO | -1 | 4 - 50ft. TYPE II PCB SPANS W/ 40ft. CLR.RDY. | 2010 | 36.32521667 | -97.06764444 | 200.499 | 42.133 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28038 BRKEY
28202 NBI No.
28202 On Under
1 Structure No.
5224 0241 X Control No.
024 Lane Ind.
Milepoint
02410 Facility Carried
U.S. 177 Feature Intersected
BLACK BEAR CREEK N O'FLO Division
04 County
103 Location
2.4N JCT US64/US177 Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2010 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 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
5 - Prestressed Concrete Design
02 Length
200.499 Deck Width
42.133 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
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
35.999908 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28202 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 - 50ft. TYPE II PCB SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5205 Latitude
36:19:30.78 Longitude
-97:04:03.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28202 Vault Link
http://plansrv1/bridgemaintvault/b28202 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.32521667 Longitude DD
-97.06764444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28038 x
-10805520.7515633 y
4345463.45180379 |
|||||||||||||||||||||||||||||||||||||
| 28390 | 4502R0002NX | 28390 | — | U.S. 70 | CLEAR CREEK | -1 | 3-100ft. PCB, 25 DEG SKEW RF, 38ft. CLR., WB | 1901 | 35.31666667 | -95.55972222 | 300 | -1 | — | 3 | 25 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
28031 BRKEY
28390 NBI No.
28390 On Under
1 Structure No.
4502R0002NX Control No.
002 Lane Ind.
N Milepoint
00020 Facility Carried
U.S. 70 Feature Intersected
CLEAR CREEK Division
02 County
089 Location
.02MI.E. CHOCTAW C/L Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2004 Design Load
Other or Unknown Skew
25 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ 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
-1 Future ADT Year
2024 Bypass Detour
0 School Bus Rte.
_ Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28390 ODOT County
45 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PCB, 25 DEG SKEW RF, 38ft. CLR., WB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28390 Vault Link
http://plansrv1/bridgemaintvault/b28390 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28031 x
-10637659.6178771 y
4206998.58465707 |
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| 28389 | 4076 0070 X | 28389 | — | S.H. 144 | LITTLE ROCK CREEK | -1 | 60ft. - 70ft. - 60ft. - 60ft. PC BEAM | 2009 | 34.52681944 | -94.92850833 | 250.5 | 34.2 | — | 4 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 230 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28030 BRKEY
28389 NBI No.
28389 On Under
1 Structure No.
4076 0070 X Control No.
076 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 144 Feature Intersected
LITTLE ROCK CREEK Division
02 County
079 Location
0.70 E PUSHMATAHA C/L Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
230 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250.5 Deck Width
34.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
51 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
368 Future ADT Year
2042 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28389 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. - 70ft. - 60ft. - 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:31:36.55 Longitude
-94:55:42.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
207 NBI Text
28389 Vault Link
http://plansrv1/bridgemaintvault/b28389 GIS FO/SD
Meets Standards H Inv. Method
50 Latitude DD
34.52681944 Longitude DD
-94.92850833 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28030 x
-10567393.2090606 y
4099762.28029911 |
|||||||||||||||||||||||||||||||||||||
| 28388 | 5563 1410 X | 28388 | — | S.H. 74 | CREEK | -1 | 3-12ft. X6ft. X 132ft. RCB, SKEWED 18 DEG RF | 2008 | 35.707097 | -97.584472 | 39.869 | 0 | — | 3 | 18 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.6 | 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 | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28029 BRKEY
28388 NBI No.
28388 On Under
1 Structure No.
5563 1410 X Control No.
063 Lane Ind.
Milepoint
14100 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
109 Location
14.1MI.N OF JCT. S.H. 66 Sufficiency
82.6 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
2008 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.869 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14080 Future ADT Year
2042 Bypass Detour
2.999993 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28388 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X6ft. X 132ft. RCB, SKEWED 18 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.3616 Latitude
35:42:25.55 Longitude
-97:35:04.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28388 Vault Link
http://plansrv1/bridgemaintvault/b28388 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.707097 Longitude DD
-97.584472 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28029 x
-10863053.7323705 y
4260392.85757603 |
|||||||||||||||||||||||||||||||||||||
| 28387 | 5563 1356 X | 28387 | — | S.H. 74 | DEER CREEK O'FLOW | -1 | 8-100ft. TYPE III PCB SPAN, 80ft. CLR RDWY, TYPE F PARAPET | 2008 | 35.698972 | -97.584547 | 400.666 | 83.002 | — | 8 | 0 | 2 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | 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 | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28028 BRKEY
28387 NBI No.
28387 On Under
1 Structure No.
5563 1356 X Control No.
063 Lane Ind.
Milepoint
13560 Facility Carried
S.H. 74 Feature Intersected
DEER CREEK O'FLOW Division
04 County
109 Location
13.5MI.N OF JCT. S.H. 66 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
2008 ADT Total
8800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
8 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400.666 Deck Width
83.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28387 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. TYPE III PCB SPAN, 80ft. CLR RDWY, TYPE F PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.3664 Latitude
35:41:56.3 Longitude
-97:35:04.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28387 Vault Link
http://plansrv1/bridgemaintvault/b28387 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.698972 Longitude DD
-97.584547 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28028 x
-10863062.0813323 y
4259279.04937974 |
|||||||||||||||||||||||||||||||||||||
| 28386 | 5563 1293 X | 28386 | — | S.H. 74 | DEER CREEK | -1 | 6-100ft. TYPE IV PCB SPAN, 80ft. CLR RDWY, SKEWED 30 DEG R.F., TYPE F PARAPET | 2008 | 35.690014 | -97.584556 | 603.668 | 83.002 | — | 6 | 30 | 4 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28027 BRKEY
28386 NBI No.
28386 On Under
1 Structure No.
5563 1293 X Control No.
063 Lane Ind.
Milepoint
12930 Facility Carried
S.H. 74 Feature Intersected
DEER CREEK Division
04 County
109 Location
12.9MI. N OFJCT.S.H. 66 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
2008 ADT Total
8800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
6 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
603.668 Deck Width
83.002 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
7 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
14080 Future ADT Year
2042 Bypass Detour
2.999993 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28386 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-100ft. TYPE IV PCB SPAN, 80ft. CLR RDWY, SKEWED 30 DEG R.F., TYPE F PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.72 Latitude
35:41:24.05 Longitude
-97:35:04.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28386 Vault Link
http://plansrv1/bridgemaintvault/b28386 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.690014 Longitude DD
-97.584556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28027 x
-10863063.0832077 y
4258051.18167343 |
|||||||||||||||||||||||||||||||||||||
| 28201 | 5224 0223 X | 28201 | — | U.S. 177 | BLACK BEAR CREEK | -1 | 70ft. - 100ft. - 70ft. (TYPE III - TYPE IV - TYPE III) PCB SPANS W/ 40ft. CLR.RDY. | 2010 | 36.3227 | -97.06763889 | 243.396 | 42.133 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28019 BRKEY
28201 NBI No.
28201 On Under
1 Structure No.
5224 0223 X Control No.
024 Lane Ind.
Milepoint
02230 Facility Carried
U.S. 177 Feature Intersected
BLACK BEAR CREEK Division
04 County
103 Location
2.3N JCT US64/US177 Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2010 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN 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
5 - Prestressed Concrete Design
02 Length
243.396 Deck Width
42.133 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
35.999908 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28201 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft. - 100ft. - 70ft. (TYPE III - TYPE IV - TYPE III) PCB SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6236 Latitude
36:19:21.72 Longitude
-97:04:03.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28201 Vault Link
http://plansrv1/bridgemaintvault/b28201 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
36.3227 Longitude DD
-97.06763889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28019 x
-10805520.1337402 y
4345115.72790187 |
|||||||||||||||||||||||||||||||||||||
| 28200 | 5224 0201 X | 28200 | — | U.S. 177 | BLACK BEAR CREEK S O'FLO | -1 | 3 - 50ft. TYPE II PCB SPANS W/ 40ft. CLR.RDY. | 2010 | 36.31918611 | -97.06763333 | 150.499 | 42.133 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28018 BRKEY
28200 NBI No.
28200 On Under
1 Structure No.
5224 0201 X Control No.
024 Lane Ind.
Milepoint
02010 Facility Carried
U.S. 177 Feature Intersected
BLACK BEAR CREEK S O'FLO Division
04 County
103 Location
2.1N JCT US64/US177 Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2010 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
42.133 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
35.999908 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28200 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 50ft. TYPE II PCB SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.741 Latitude
36:19:09.07 Longitude
-97:04:03.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28200 Vault Link
http://plansrv1/bridgemaintvault/b28200 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.31918611 Longitude DD
-97.06763333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28018 x
-10805519.5148038 y
4344630.23863661 |
|||||||||||||||||||||||||||||||||||||
| 28196 | 0106 1066EX | 28196 | — | U.S. 59 NB | ILLINOIS RIVER | -1 | 4 - 138ft. BULB TEE SPANS, 38ft. CLR.RDY. W/ F-SHAPED PARAPETS | 2009 | 36.12923333 | -94.57199444 | 553.671 | 41.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28014 BRKEY
28196 NBI No.
28196 On Under
1 Structure No.
0106 1066EX Control No.
006 Lane Ind.
E Milepoint
10660 Facility Carried
U.S. 59 NB Feature Intersected
ILLINOIS RIVER Division
01 County
001 Location
10.6N JCT US62/US59 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
2009 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 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
40.03 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
553.671 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
112 HS Inv. Rating Method
1 HS Inv. Method
59.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28196 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 - 138ft. BULB TEE SPANS, 38ft. CLR.RDY. W/ F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.8858 Latitude
36:07:45.24 Longitude
-94:34:19.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28196 NBI Text
28196 Vault Link
http://plansrv1/bridgemaintvault/b28196 GIS FO/SD
Meets Standards H Inv. Method
34.1 Latitude DD
36.12923333 Longitude DD
-94.57199444 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28014 x
-10527706.2643651 y
4318418.28038628 |
|||||||||||||||||||||||||||||||||||||
| 28106 | 5216 0307 X | 28106 | — | S.H. 15 | BUNCH CREEK EAST O'FLOW | -1 | 2 - 10ft. X 7ft. X 40ft. RCB | 2010 | 36.53514167 | -97.40612778 | 25 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | 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 | 660 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28012 BRKEY
28106 NBI No.
28106 On Under
1 Structure No.
5216 0307 X Control No.
016 Lane Ind.
Milepoint
03070 Facility Carried
S.H. 15 Feature Intersected
BUNCH CREEK EAST O'FLOW Division
04 County
103 Location
3.1E OF GARFIELD C/L Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
73.999 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
2010 ADT Total
660 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1056 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28106 ODOT County
52 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 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:32:06.51 Longitude
-97:24:22.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28106 Vault Link
http://plansrv1/bridgemaintvault/b28106 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
36.53514167 Longitude DD
-97.40612778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28012 x
-10843200.5446141 y
4374508.09495264 |
|||||||||||||||||||||||||||||||||||||
| 28194 | 7616 0175 X | 28194 | — | U.S. 281 | BNSF R.R. UNDER | -1 | 80ft. - 136ft. - 80ft. TYPE IV & J PCB SPANS | 2011 | 36.8225 | -98.647778 | 299.501 | 42 | — | 1 | 17 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27994 BRKEY
28194 NBI No.
28194 On Under
1 Structure No.
7616 0175 X Control No.
016 Lane Ind.
Milepoint
01750 Facility Carried
U.S. 281 Feature Intersected
BNSF R.R. UNDER Division
06 County
151 Location
1.7N OF U.S. 64/U.S. 281 Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2011 ADT Total
1600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
17 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
72.7 Underclearance Left
47.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
299.501 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70.3 HS Inv. Rating Method
3 HS Inv. Method
37.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.899904 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
28194 ODOT County
76 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. - 136ft. - 80ft. TYPE IV & J PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7445 Latitude
36:49:21 Longitude
-98:38:52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28194 Vault Link
http://plansrv1/bridgemaintvault/b28194 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
36.8225 Longitude DD
-98.647778 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
27994 x
-10981420.4148479 y
4414394.37091686 |
|||||||||||||||||||||||||||||||||||||
| 28193 | 7616 0102 X | 28193 | — | U.S. 281 | SALT FORK ARKANSAS RIVER | -1 | 10 - 100ft. TYPE IV PCB SPANS | 2011 | 36.812778 | -98.647778 | 1000 | 42 | — | 10 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27993 BRKEY
28193 NBI No.
28193 On Under
1 Structure No.
7616 0102 X Control No.
016 Lane Ind.
Milepoint
01020 Facility Carried
U.S. 281 Feature Intersected
SALT FORK ARKANSAS RIVER Division
06 County
151 Location
1.2N OF U.S. 64 Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
2011 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
10 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
5 - Prestressed Concrete Design
02 Length
1000 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.3 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
37.899904 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
28193 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10 - 100ft. TYPE IV PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9234 Latitude
36:48:46 Longitude
-98:38:52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28193 Vault Link
http://plansrv1/bridgemaintvault/b28193 GIS FO/SD
Meets Standards H Inv. Method
40.9 Latitude DD
36.812778 Longitude DD
-98.647778 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
27993 x
-10981420.4148479 y
4413042.48501568 |
|||||||||||||||||||||||||||||||||||||
| 28279 | 5586T0915 X | 28279 | — | KILPATRICK TP | DRY CREEK | -1 | 5 - 12ft. X 9ft. X 488ft. RCB SK60 RF | 2000 | 35.61033611 | -97.58972222 | 73.999 | 565 | — | 5 | 30 | 10 | 562.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 32200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27972 BRKEY
28279 NBI No.
28279 On Under
1 Structure No.
5586T0915 X Control No.
086 Lane Ind.
Milepoint
09150 Facility Carried
KILPATRICK TP Feature Intersected
DRY CREEK Division
04 County
109 Location
125.99 Sufficiency
94.1 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
32200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
562.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
10 Fill RCB
20 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
73.999 Deck Width
565 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
51520 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28279 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5 - 12ft. X 9ft. X 488ft. RCB SK60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.05 Latitude
35:36:37.21 Longitude
-97:35:23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125.99 NBI Text
28279 Vault Link
http://plansrv1/bridgemaintvault/b28279 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.61033611 Longitude DD
-97.58972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
27972 x
-10863638.1841874 y
4247135.84152641 |
|||||||||||||||||||||||||||||||||||||
| 28184 | 6018 1480 X | 28184 | — | S.H. 51 | COW CREEK | -1 | 51ft. - 70ft. - 51ft. TYPE III PCB SPANS W/ 85ft. CLR.RDY. | 2007 | 36.11578056 | -97.09916667 | 172.001 | 88.002 | — | 3 | 0 | 5 | 85 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27966 BRKEY
28184 NBI No.
28184 On Under
1 Structure No.
6018 1480 X Control No.
018 Lane Ind.
Milepoint
14800 Facility Carried
S.H. 51 Feature Intersected
COW CREEK Division
04 County
119 Location
14.8E OF LOGAN C/L Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2007 ADT Total
14200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
85 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
85 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172.001 Deck Width
88.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.2 HS Inv. Rating Method
3 HS Inv. Method
40.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
22720 Future ADT Year
2042 Bypass Detour
25 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28184 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft. - 70ft. - 51ft. TYPE III PCB SPANS W/ 85ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2799 Latitude
36:06:56.81 Longitude
-97:05:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 (SIXTH ST) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28184 Vault Link
http://plansrv1/bridgemaintvault/b28184 GIS FO/SD
Meets Standards H Inv. Method
40.7 Latitude DD
36.11578056 Longitude DD
-97.09916667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
27966 x
-10809029.7901556 y
4316564.31568248 |
|||||||||||||||||||||||||||||||||||||
| 28370 | 4502R0002SX | 28370 | — | U.S. 70 | CLEAR CREEK | -1 | 3-100ft. SPAN PCB EB. LANES SKEW OF 25-DEGREE R.F. 38 FT. CLEAR ROADWAY WITH SLOPED FACE PARAPETS | 1901 | 35.31666667 | -95.55972222 | 300 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
27957 BRKEY
28370 NBI No.
28370 On Under
1 Structure No.
4502R0002SX Control No.
002 Lane Ind.
S Milepoint
00020 Facility Carried
U.S. 70 Feature Intersected
CLEAR CREEK Division
02 County
089 Location
US-70 E.CHOC.MCCU. CL. Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
US-70 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
-1 ADT Year
2010 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ 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
-1 Future ADT Year
2030 Bypass Detour
0 School Bus Rte.
_ Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28370 ODOT County
45 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. SPAN PCB EB. LANES SKEW OF 25-DEGREE R.F. 38 FT. CLEAR ROADWAY WITH SLOPED FACE PARAPETS Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28370 Vault Link
http://plansrv1/bridgemaintvault/b28370 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
27957 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 28369 | 4502 0002 X | 28369 | — | U.S. 70 | CLEAR CREEK | -1 | 3-100ft. SPAN PCB WB.LANES 42 CLEAR ROADWAY WITH SLOPED FACE PARAPETS | 2018 | 34.014375 | -95.155997 | 300 | 47 | — | 3 | 25 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27956 BRKEY
28369 NBI No.
28369 On Under
1 Structure No.
4502 0002 X Control No.
002 Lane Ind.
Milepoint
00020 Facility Carried
U.S. 70 Feature Intersected
CLEAR CREEK Division
02 County
089 Location
US-70 E OF CHOC. MCC.CL. Sufficiency
83.7 Kind Hwy
3 Level Service
1 Route No.
US-70 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
2018 ADT Total
8400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
25 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
99 Underclearance Left
99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
47 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12500 Future ADT Year
2042 Bypass Detour
71 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28369 ODOT County
45 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
1.5 Rt. Curb SW
1.5 Description
3-100ft. SPAN PCB WB.LANES 42 CLEAR ROADWAY WITH SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
34:00:51.75 Longitude
-95:09:21.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01 NBI Text
28369 Vault Link
http://plansrv1/bridgemaintvault/b28369 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.014375 Longitude DD
-95.155997 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
27956 x
-10592717.1319663 y
4030732.40078347 |
|||||||||||||||||||||||||||||||||||||
| 28275 | 0943T0200 X | 28275 | — | KILPATRICK TP | CREEK | -1 | 2 - 8ft. X 5ft. X 298ft. PREFAB RCB, SK 60 RF | 2000 | 35.58389444 | -97.68941667 | 20.801 | 300 | — | 2 | 30 | 4 | 297.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 20900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27950 BRKEY
28275 NBI No.
28275 On Under
1 Structure No.
0943T0200 X Control No.
043 Lane Ind.
Milepoint
02000 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
.3 MI. NO. OF S.H. 3 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
20900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
297.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
25 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.801 Deck Width
300 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
33440 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28275 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 8ft. X 5ft. X 298ft. PREFAB RCB, SK 60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:35:02.02 Longitude
-97:41:21.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119.14 NBI Text
28275 Vault Link
http://plansrv1/bridgemaintvault/b28275 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.58389444 Longitude DD
-97.68941667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
27950 x
-10874736.1195963 y
4243515.91230934 |
|||||||||||||||||||||||||||||||||||||
| 28183 | 6029 0887WX | 28183 | — | I-35 SB | S.H. 51 UNDER | -1 | 105ft. - 120ft. TYPE J PCB SPANS | 2007 | 36.11537222 | -97.34540556 | 225.499 | 71.001 | — | 2 | 0 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27947 BRKEY
28183 NBI No.
28183 On Under
1 Structure No.
6029 0887WX Control No.
029 Lane Ind.
W Milepoint
08870 Facility Carried
I-35 SB Feature Intersected
S.H. 51 UNDER Division
04 County
119 Location
8.9N LOGAN C/L Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2007 ADT Total
10100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
10.6 Underclearance Left
11.49 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.499 Deck Width
71.001 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1607 Max Measured Clearance
1803 Min Measured Clearance
1700 NBI Rating
28183 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft. - 120ft. TYPE J PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.9961 Latitude
36:06:55.34 Longitude
-97:20:43.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28183 Vault Link
http://plansrv1/bridgemaintvault/b28183 GIS FO/SD
Meets Standards H Inv. Method
40.9 Latitude DD
36.11537222 Longitude DD
-97.34540556 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27947 x
-10836440.9780039 y
4316508.04614665 |
|||||||||||||||||||||||||||||||||||||
| 28182 | 6029 0887EX | 28182 | — | I-35 NB | S.H. 51 UNDER | -1 | 105ft. - 120ft. PRESTRESSED CONCRETE in.Jin. BEAM SPANS W/ in.Fin. SHAPE PARAPET | 2007 | 36.11537222 | -97.34495833 | 225.499 | 41.099 | — | 2 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27946 BRKEY
28182 NBI No.
28182 On Under
1 Structure No.
6029 0887EX Control No.
029 Lane Ind.
E Milepoint
08870 Facility Carried
I-35 NB Feature Intersected
S.H. 51 UNDER Division
04 County
119 Location
8.9N LOGAN C/L Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2007 ADT Total
10100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10.6 Underclearance Left
11.49 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.499 Deck Width
41.099 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.3 HS Inv. Rating Method
3 HS Inv. Method
38.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1607 Max Measured Clearance
1802 Min Measured Clearance
1610 NBI Rating
28182 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft. - 120ft. PRESTRESSED CONCRETE in.Jin. BEAM SPANS W/ in.Fin. SHAPE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.2634 Latitude
36:06:55.34 Longitude
-97:20:41.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28182 Vault Link
http://plansrv1/bridgemaintvault/b28182 GIS FO/SD
Meets Standards H Inv. Method
38.1 Latitude DD
36.11537222 Longitude DD
-97.34495833 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27946 x
-10836391.192588 y
4316508.04614665 |
|||||||||||||||||||||||||||||||||||||
| 28181 | 5233 2144EX | 28181 | — | I-35 NB | RED ROCK CREEK O'FLOW | -1 | 3 - 70ft. TYPE III PCB SPANS W/ F-SHAPED PARAPET RAILS | 2008 | 36.46986389 | -97.32683611 | 227.828 | 42.001 | — | 3 | 30 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27945 BRKEY
28181 NBI No.
28181 On Under
1 Structure No.
5233 2144EX Control No.
033 Lane Ind.
E Milepoint
21440 Facility Carried
I-35 NB Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
21.5N PAYNE C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2008 ADT Total
8600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
227.828 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28181 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 70ft. TYPE III PCB SPANS W/ F-SHAPED PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.5384 Latitude
36:28:11.51 Longitude
-97:19:36.61 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28181 Vault Link
http://plansrv1/bridgemaintvault/b28181 GIS FO/SD
Meets Standards H Inv. Method
51 Latitude DD
36.46986389 Longitude DD
-97.32683611 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27945 x
-10834373.8362856 y
4365468.0216467 |
|||||||||||||||||||||||||||||||||||||
| 28180 | 5233 2144WX | 28180 | — | I-35 SB | RED ROCK CREEK O'FLOW | -1 | 3 - 75ft. TYPE III PCB SPANS W/ F-SHAPED PARAPETS | 2008 | 36.47002778 | -97.32720278 | 228.419 | 41.001 | — | 3 | 30 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27944 BRKEY
28180 NBI No.
28180 On Under
1 Structure No.
5233 2144WX Control No.
033 Lane Ind.
W Milepoint
21440 Facility Carried
I-35 SB Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
21.5N PAYNE C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2008 ADT Total
8550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
228.419 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.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13680 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28180 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 75ft. TYPE III PCB SPANS W/ F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
93.5298 Latitude
36:28:12.1 Longitude
-97:19:37.93 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28180 Vault Link
http://plansrv1/bridgemaintvault/b28180 GIS FO/SD
Meets Standards H Inv. Method
51 Latitude DD
36.47002778 Longitude DD
-97.32720278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27944 x
-10834414.6538033 y
4365490.7086152 |
|||||||||||||||||||||||||||||||||||||
| 28084 | 5569 0800NX | 28084 | — | WESTERN AVE. | UP R.R. UNDER | 5569F0800NX | 76ft. PC BEAM SPAN, 66ft. CLR.RDY. | 2010 | 35.458611 | -97.53 | 77.106 | 88.999 | — | 1 | 17 | 4 | 66.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 56450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27937 BRKEY
28084 NBI No.
28084 On Under
1 Structure No.
5569 0800NX Control No.
069 Lane Ind.
N Milepoint
08000 Facility Carried
WESTERN AVE. Feature Intersected
UP R.R. UNDER Division
04 County
109 Location
I-40 CROSSTOWN&WESTERN AV Sufficiency
89.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
2 Vertical Clearance
M Horizontal Clearance
66.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2010 ADT Total
56450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
17 No. Main Spans
1 Road Width
66.001 Ref. Underclearance Rt.
R Underclearance Right
18.701 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
66.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
77.106 Deck Width
88.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
90320 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2307 Max Measured Clearance
2310 Min Measured Clearance
2310 NBI Rating
28084 ODOT County
55 Nav. Control
N 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
10.499 Rt. Curb SW
10.499 Description
76ft. PC BEAM SPAN, 66ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569F0800NX H Index
99.2901 Latitude
35:27:31 Longitude
-97:31:48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
WESTERN AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28084 Vault Link
http://plansrv1/bridgemaintvault/b28084 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.458611 Longitude DD
-97.53 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
27937 x
-10856989.937068 y
4226380.52308566 |
|||||||||||||||||||||||||||||||||||||
| 28271 | 4134 0320 X | 28271 | — | S.H. 102 | TURNER TP (I-44) UNDER | -1 | 114.50-106.92 P.C. BEAM 40ft. CLEAR RDWY | 2008 | 35.66799167 | -97.08821111 | 223.1 | 42.999 | — | 2 | 22 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27929 BRKEY
28271 NBI No.
28271 On Under
1 Structure No.
4134 0320 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 102 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
12.2N JCT U.S. 62 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
2008 ADT Total
830 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
26.001 Underclearance Left
26.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
223.1 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
124 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2042 Bypass Detour
19.999949 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28271 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
114.50-106.92 P.C. BEAM 40ft. CLEAR RDWY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.0304 Latitude
35:40:04.77 Longitude
-97:05:17.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.60 NBI Text
28271 Vault Link
http://plansrv1/bridgemaintvault/b28271 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.66799167 Longitude DD
-97.08821111 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
27929 x
-10807810.222795 y
4255033.18010626 |
|||||||||||||||||||||||||||||||||||||
| 28267 | 5542 0068EXR | 28267 | — | I-235 NB OFF-RAMP | MEDIAN / DITCH UNDER | 5542 0068EX | 100ft.-102ft. CONT. PLATE GIRDER SPANS W/ SLOPE FACED PARAPETS | 1989 | 35.46863889 | -97.50185 | 202.001 | 28.333 | — | 2 | 0 | 1 | 25 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 37700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27925 BRKEY
28267 NBI No.
28267 On Under
1 Structure No.
5542 0068EXR Control No.
042 Lane Ind.
E Milepoint
00680 Facility Carried
I-235 NB OFF-RAMP Feature Intersected
MEDIAN / DITCH UNDER Division
04 County
109 Location
0.6 MI N OF I-40 Sufficiency
81.6 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
25 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1989 ADT Total
37700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
25 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
202.001 Deck Width
28.333 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
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
60320 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28267 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-102ft. CONT. PLATE GIRDER SPANS W/ SLOPE FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5542 0068EX H Index
84.9429 Latitude
35:28:07.1 Longitude
-97:30:06.66 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-235 OFF-RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28267 Vault Link
http://plansrv1/bridgemaintvault/b28267 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.46863889 Longitude DD
-97.50185 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27925 x
-10853856.2934021 y
4227751.08356484 |
|||||||||||||||||||||||||||||||||||||
| 28083 | 5569 0800 X | 28083 | — | WESTERN AVE. | I-40 UNDER | 5569F0800 X | (2) -111.5ft. PRESTRESSED U BEAMS, 66ft. CLR.RDY. | 2010 | 35.457778 | -97.53 | 225.666 | 91.201 | — | 2 | 16 | 5 | 66.001 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | Poor (4) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27918 BRKEY
28083 NBI No.
28083 On Under
1 Structure No.
5569 0800 X Control No.
Lane Ind.
Milepoint
Facility Carried
WESTERN AVE. Feature Intersected
I-40 UNDER Division
04 County
109 Location
I-40 CROSSTOWN & WESTERN Sufficiency
73 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2010 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
16 No. Main Spans
2 Road Width
66.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
11.099 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
66.001 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
225.666 Deck Width
91.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2207 Max Measured Clearance
2304 Min Measured Clearance
1906 NBI Rating
28083 ODOT County
55 Nav. Control
N 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
10 Rt. Curb SW
12.999 Description
(2) -111.5ft. PRESTRESSED U BEAMS, 66ft. CLR.RDY. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569F0800 X H Index
99.4014 Latitude
35:27:28 Longitude
-97:31:48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
WESTERN AVE. Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28083 Vault Link
http://plansrv1/bridgemaintvault/b28083 GIS FO/SD
Meets Standards H Inv. Method
12 Latitude DD
35.457778 Longitude DD
-97.53 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
27918 x
-10856989.937068 y
4226266.68061164 |
|||||||||||||||||||||||||||||||||||||
| 28080 | 0908 0041 X | 28080 | — | U.S. 81 | CREEK | 2612F2233 X | 20ft. X 10ft. X 135ft. RCB W/ 4ft. C/W EACH END | 2016 | 35.37178056 | -97.92928333 | 21.001 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27915 BRKEY
28080 NBI No.
28080 On Under
1 Structure No.
0908 0041 X Control No.
008 Lane Ind.
Milepoint
00410 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
8.9S OF I-40 Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
6100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9760 Future ADT Year
2042 Bypass Detour
32.929999 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
28080 ODOT County
09 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
20ft. X 10ft. X 135ft. RCB W/ 4ft. C/W EACH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612F2233 X H Index
100 Latitude
35:22:18.41 Longitude
-97:55:45.42 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28080 Vault Link
http://plansrv1/bridgemaintvault/b28080 GIS FO/SD
Meets Standards H Inv. Method
84.768 Latitude DD
35.37178056 Longitude DD
-97.92928333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
27915 x
-10901437.9540458 y
4214520.11936903 |
|||||||||||||||||||||||||||||||||||||
| 28079 | 2612 2163 X | 28079 | — | U.S. 81 | S. CANADIAN RIVER | 2612F2163 X | 15 - 100ft. PC BEAM SPANS , 40ft. CLR.RDY. | 2010 | 35.36174722 | -97.92966944 | 1500 | 42 | — | 15 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27914 BRKEY
28079 NBI No.
28079 On Under
1 Structure No.
2612 2163 X Control No.
012 Lane Ind.
Milepoint
21630 Facility Carried
U.S. 81 Feature Intersected
S. CANADIAN RIVER Division
07 County
051 Location
21.6N OF U.S. 62 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
2010 ADT Total
4900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
15 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
5 - Prestressed Concrete Design
02 Length
1500 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7840 Future ADT Year
2042 Bypass Detour
0 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
28079 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
15 - 100ft. PC BEAM SPANS , 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612F2163 X H Index
97.6528 Latitude
35:21:42.29 Longitude
-97:55:46.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28079 Vault Link
http://plansrv1/bridgemaintvault/b28079 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.36174722 Longitude DD
-97.92966944 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
27914 x
-10901480.9356144 y
4213150.46144381 |
|||||||||||||||||||||||||||||||||||||
| 28264 | 6216 0371 X | 28264 | — | S.H. 19 | COON CREEK | -1 | 2-14ft. X 7ft. X 91ft.-0ft. LONG RCB W/ 89ft.-0ft. CLR RDWY | 2007 | 34.796625 | -96.866419 | 88.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27904 BRKEY
28264 NBI No.
28264 On Under
1 Structure No.
6216 0371 X Control No.
016 Lane Ind.
Milepoint
03710 Facility Carried
S.H. 19 Feature Intersected
COON CREEK Division
03 County
123 Location
3.7 MI. E. GARVIN C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
98.999 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
2007 ADT Total
3100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
88.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4960 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28264 ODOT County
62 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
2-14ft. X 7ft. X 91ft.-0ft. LONG RCB W/ 89ft.-0ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6291 Latitude
34:47:47.85 Longitude
-96:51:59.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28264 Vault Link
http://plansrv1/bridgemaintvault/b28264 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.796625 Longitude DD
-96.866419 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
27904 x
-10783120.4380479 y
4136277.52525074 |
|||||||||||||||||||||||||||||||||||||
| 28262 | 5586T1279SXF | 28262 | — | KILPATRICK TP SFTG | WALNUT CREEK | -1 | 3 - 10ft. X 10ft. X 42ft. RCB | 1991 | 35.60910556 | -97.65344444 | 32.001 | 43.999 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27902 BRKEY
28262 NBI No.
28262 On Under
1 Structure No.
5586T1279SXF Control No.
086 Lane Ind.
S Milepoint
12790 Facility Carried
KILPATRICK TP SFTG Feature Intersected
WALNUT CREEK Division
04 County
109 Location
_ Sufficiency
96.9 Kind Hwy
2 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
32.001 Deck Width
43.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28262 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 10ft. X 10ft. X 42ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
-1 H Index
66.9993 Latitude
35:36:32.78 Longitude
-97:39:12.4 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
T.P.FRONTAGE RD. SOUTH Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
122.30 SF NBI Text
28262 Vault Link
http://plansrv1/bridgemaintvault/b28262 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.60910556 Longitude DD
-97.65344444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
27902 x
-10870731.70927 y
4246967.34968782 |
|||||||||||||||||||||||||||||||||||||
| 28261 | 5586T0585NXF | 28261 | — | KILPATRICK TP NFTG | CREEK | -1 | 2 - 10ft. X 6ft. X 73ft. RCB | 1991 | 35.607503 | -97.530731 | 24.199 | 105 | — | 2 | 30 | 2 | 103.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27901 BRKEY
28261 NBI No.
28261 On Under
1 Structure No.
5586T0585NXF Control No.
086 Lane Ind.
N Milepoint
05850 Facility Carried
KILPATRICK TP NFTG Feature Intersected
CREEK Division
04 County
109 Location
.1W OF WESTERN AVE. Sufficiency
96.9 Kind Hwy
2 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
103.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
105 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
0 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
28261 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 6ft. X 73ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
-1 H Index
100 Latitude
35:36:27.01 Longitude
-97:31:50.63 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP NFTG Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
129.28NF NBI Text
28261 Vault Link
http://plansrv1/bridgemaintvault/b28261 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.607503 Longitude DD
-97.530731 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
27901 x
-10857071.3116157 y
4246747.92463407 |
|||||||||||||||||||||||||||||||||||||
| 28171 | 6340 0604SX | 28171 | — | I-40 EB | N. CANADIAN RIVER O'FLOW | -1 | 4-50ft. P.C.B. SPANS WITH 56ft. CLEAR RDWY. | 2008 | 35.37751389 | -97.03621944 | 200.801 | 56.001 | — | 4 | 0 | 2 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27899 BRKEY
28171 NBI No.
28171 On Under
1 Structure No.
6340 0604SX Control No.
040 Lane Ind.
S Milepoint
06040 Facility Carried
I-40 EB Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
125 Location
6.1E OF OKLAHOMA C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2008 ADT Total
17200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.801 Deck Width
56.001 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
7 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.3 HS Inv. Rating Method
3 HS Inv. Method
43.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28171 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-50ft. P.C.B. SPANS WITH 56ft. CLEAR RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
91.4254 Latitude
35:22:39.05 Longitude
-97:02:10.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28171 Vault Link
http://plansrv1/bridgemaintvault/b28171 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
35.37751389 Longitude DD
-97.03621944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27899 x
-10802022.5365652 y
4215302.85651379 |
|||||||||||||||||||||||||||||||||||||
| 28170 | 6340 0604NX | 28170 | — | I-40 WB | N. CANADIAN RIVER O'FLOW | -1 | 4- 50ft. P.C.B. SPANS WITH 56ft. CLEAR RDWY | 2008 | 35.37788611 | -97.03631111 | 200.499 | 56.001 | — | 4 | 0 | 2 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27898 BRKEY
28170 NBI No.
28170 On Under
1 Structure No.
6340 0604NX Control No.
040 Lane Ind.
N Milepoint
06040 Facility Carried
I-40 WB Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
125 Location
6.1E OF OKLAHOMA C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2008 ADT Total
16950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.499 Deck Width
56.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.3 HS Inv. Rating Method
3 HS Inv. Method
43.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28170 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4- 50ft. P.C.B. SPANS WITH 56ft. CLEAR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8855 Latitude
35:22:40.39 Longitude
-97:02:10.72 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28170 Vault Link
http://plansrv1/bridgemaintvault/b28170 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
35.37788611 Longitude DD
-97.03631111 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27898 x
-10802032.7412229 y
4215353.67539954 |
|||||||||||||||||||||||||||||||||||||
| 28260 | 5586T0585SXF | 28260 | — | KILPATRICK TP SFTG | CREEK | -1 | 2 - 10ft. X 6ft. X 66ft. RCB | 1991 | 35.60599444 | -97.53056389 | 24.199 | 67.999 | — | 2 | 30 | 2 | 66.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27882 BRKEY
28260 NBI No.
28260 On Under
1 Structure No.
5586T0585SXF Control No.
086 Lane Ind.
S Milepoint
05850 Facility Carried
KILPATRICK TP SFTG Feature Intersected
CREEK Division
04 County
109 Location
.1W OF WESTERN AVE Sufficiency
96.9 Kind Hwy
2 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
66.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
24.199 Deck Width
67.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
1 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
28260 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 6ft. X 66ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
-1 H Index
100 Latitude
35:36:21.58 Longitude
-97:31:50.03 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
SOUTH FRONTAGE ROAD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
129.28 SF NBI Text
28260 Vault Link
http://plansrv1/bridgemaintvault/b28260 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.60599444 Longitude DD
-97.53056389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
27882 x
-10857052.7090156 y
4246541.37422514 |
|||||||||||||||||||||||||||||||||||||
| 28259 | 5586T0569SXF | 28259 | — | KILPATRICK TP SFTG | CREEK | -1 | 2 - 10ft. X 6ft. X 86ft. RCB, SK 60 RF | 1991 | 35.60519444 | -97.52808611 | 24.199 | 87.999 | — | 1 | 30 | 2 | 86.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27881 BRKEY
28259 NBI No.
28259 On Under
1 Structure No.
5586T0569SXF Control No.
086 Lane Ind.
S Milepoint
05690 Facility Carried
KILPATRICK TP SFTG Feature Intersected
CREEK Division
04 County
109 Location
.2W OF WESTERN AVE Sufficiency
85.9 Kind Hwy
2 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
86.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
87.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
0 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
28259 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 6ft. X 86ft. RCB, SK 60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
-1 H Index
83.5 Latitude
35:36:18.7 Longitude
-97:31:41.11 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP SFTG Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
129.44 SF NBI Text
28259 Vault Link
http://plansrv1/bridgemaintvault/b28259 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.60519444 Longitude DD
-97.52808611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
27881 x
-10856776.8838077 y
4246431.84066775 |
|||||||||||||||||||||||||||||||||||||
| 28256 | 4006 1006 X | 28256 | — | U.S. 59 | CREEK | -1 | (2) 10ft. X 12ft. X 170ft. RCB | 1992 | 35.1592 | -94.67239444 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27878 BRKEY
28256 NBI No.
28256 On Under
1 Structure No.
4006 1006 X Control No.
006 Lane Ind.
Milepoint
10060 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
10.06 N JCT US-271 Sufficiency
84.9 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
1992 ADT Total
9200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28256 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 12ft. X 170ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.35 Latitude
35:09:33.12 Longitude
-94:40:20.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
052 NBI Text
28256 Vault Link
http://plansrv1/bridgemaintvault/b28256 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.1592 Longitude DD
-94.67239444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
27878 x
-10538882.7412407 y
4185536.8892726 |
|||||||||||||||||||||||||||||||||||||
| 28439 | 1912 0663 X | 28439 | — | S.H. 48 | WEST FORK OF SANDY CREEK | -1 | 45ft. -75ft. -75ft. TYPE III PC BM SPAN X 40ft. CLR. RDY SK 45 DEG LF | 2009 | 35.73530278 | -96.38710278 | 199.75 | 42.17 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27865 BRKEY
28439 NBI No.
28439 On Under
1 Structure No.
1912 0663 X Control No.
012 Lane Ind.
Milepoint
06630 Facility Carried
S.H. 48 Feature Intersected
WEST FORK OF SANDY CREEK Division
08 County
037 Location
6.6MI.N. OFOKFUSKEE CL. Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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
5 - Prestressed Concrete Design
02 Length
199.75 Deck Width
42.17 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
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28439 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft. -75ft. -75ft. TYPE III PC BM SPAN X 40ft. CLR. RDY SK 45 DEG LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.807 Latitude
35:44:07.09 Longitude
-96:23:13.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28439 Vault Link
http://plansrv1/bridgemaintvault/b28439 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.73530278 Longitude DD
-96.38710278 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
27865 x
-10729763.2005085 y
4264260.30258789 |
|||||||||||||||||||||||||||||||||||||
| 28345 | 6820 0350 X | 28345 | — | S.H. 141 | EAST NEGRO CREEK | -1 | (3) 10ft. X 10ft. X 38.2ft. LONG RCB | 2007 | 35.381564 | -94.74351 | 33.999 | 37.5 | — | 3 | 0 | 2 | 35 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27861 BRKEY
28345 NBI No.
28345 On Under
1 Structure No.
6820 0350 X Control No.
020 Lane Ind.
Milepoint
03500 Facility Carried
S.H. 141 Feature Intersected
EAST NEGRO CREEK Division
01 County
135 Location
3.50 E JCT US-59 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00141 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2007 ADT Total
980 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
35 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
33.999 Deck Width
37.5 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
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1568 Future ADT Year
2042 Bypass Detour
20.000001 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
28345 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 38.2ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.227 Latitude
35:22:54 Longitude
-94:44:37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 141 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20-0350 NBI Text
28345 Vault Link
http://plansrv1/bridgemaintvault/b28345 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.381564 Longitude DD
-94.74351 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
27861 x
-10546799.2891674 y
4215855.82725262 |
|||||||||||||||||||||||||||||||||||||
| 28343 | 6636 0357SX | 28343 | — | I-44 / U.S. 412 EB | CREEK | -1 | 3-10ft. X 8ft. X 240ft. RCB | 2010 | 36.16253611 | -95.75391111 | 33.999 | 0 | — | 3 | 0 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27859 BRKEY
28343 NBI No.
28343 On Under
1 Structure No.
6636 0357SX Control No.
036 Lane Ind.
S Milepoint
03570 Facility Carried
I-44 / U.S. 412 EB Feature Intersected
CREEK Division
08 County
131 Location
.3 MI.E.TULSA-ROGERS C/L Sufficiency
82.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2010 ADT Total
22200 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
3 HS Operating Rating
66.4 HS Inv. Rating Method
3 HS Inv. Method
51.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
35520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28343 ODOT County
66 Nav. Control
N 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 8ft. X 240ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.7085 Latitude
36:09:45.13 Longitude
-95:45:14.08 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44/U.S. 412 EB Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28343 Vault Link
http://plansrv1/bridgemaintvault/b28343 GIS FO/SD
Meets Standards H Inv. Method
51.1 Latitude DD
36.16253611 Longitude DD
-95.75391111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27859 x
-10659276.6262296 y
4323009.19930183 |
|||||||||||||||||||||||||||||||||||||
| 28429 | 3016 0193 X | 28429 | — | U.S. 283 | SPRING CREEK | -1 | 3- 90ft. PCB SPANS X 40ft. CLR. RDY. W / TRA RAIL, 0ft. SKEW | 2009 | 36.64995556 | -99.89130278 | 270 | 42.598 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27843 BRKEY
28429 NBI No.
28429 On Under
1 Structure No.
3016 0193 X Control No.
016 Lane Ind.
Milepoint
01930 Facility Carried
U.S. 283 Feature Intersected
SPRING CREEK Division
06 County
059 Location
2.0MI. N. JCT. U.S. 270 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 Deck Width
42.598 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0 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
28429 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 90ft. PCB SPANS X 40ft. CLR. RDY. W / TRA RAIL, 0ft. SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6535 Latitude
36:38:59.84 Longitude
-99:53:28.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28429 Vault Link
http://plansrv1/bridgemaintvault/b28429 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.64995556 Longitude DD
-99.89130278 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
27843 x
-11119848.9601463 y
4390426.77440256 |
|||||||||||||||||||||||||||||||||||||
| 28244 | 0944R0048 XR | 28244 | — | KILPATRICK TP | CREEK | -1 | 2 - 8ft. X 4ft. X 220ft. RCB | 2000 | 35.454419 | -97.710694 | 23.999 | 220 | — | 2 | 45 | 4 | 217.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | U | 8500 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
27831 BRKEY
28244 NBI No.
28244 On Under
1 Structure No.
0944R0048 XR Control No.
044 Lane Ind.
Milepoint
00480 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
.4 MI. SO. I-40 Sufficiency
96.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
8500 ADT Year
2019 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
217.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
220 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2039 Bypass Detour
1.2 School Bus Rte.
0 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
28244 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 8ft. X 4ft. X 220ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
100 Latitude
35:27:15.91 Longitude
-97:42:38.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
109.80 NBI Text
28244 Vault Link
http://plansrv1/bridgemaintvault/b28244 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.454419 Longitude DD
-97.710694 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
27831 x
-10877104.7011374 y
4225807.6327028 |
|||||||||||||||||||||||||||||||||||||
| 28243 | 0943T1015 X | 28243 | — | KILPATRICK TP | CREEK | -1 | 3 - 10ft. X 6ft. X 1541ft. RCB | 2000 | 35.470825 | -97.71116667 | 32.001 | 156.001 | — | 3 | 0 | 2 | 153.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27830 BRKEY
28243 NBI No.
28243 On Under
1 Structure No.
0943T1015 X Control No.
043 Lane Ind.
Milepoint
10150 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
.5 MI. N. RENO AVE Sufficiency
94.1 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
12 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
20100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
153.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
76 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
156.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
55.7 HS Inv. Rating Method
0 HS Inv. Method
33.3 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
32160 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28243 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 10ft. X 6ft. X 1541ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:28:14.97 Longitude
-97:42:40.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110.95 NBI Text
28243 Vault Link
http://plansrv1/bridgemaintvault/b28243 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.470825 Longitude DD
-97.71116667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
27830 x
-10877157.3185211 y
4228049.89253512 |
|||||||||||||||||||||||||||||||||||||
| 28419 | 5801T0440 X | 28419 | — | WILL ROGERS TPI-44 | U.S. 59 UNDER | 5801T0440 X | 2-105ft. PC BEAM SPANS | 1998 | 36.72497778 | -94.92762222 | 210 | 86.001 | — | 2 | 24 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27822 BRKEY
28419 NBI No.
28419 On Under
1 Structure No.
5801T0440 X Control No.
001 Lane Ind.
Milepoint
04400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
U.S. 59 UNDER Division
08 County
115 Location
0.3 MI N US 60 Sufficiency
95.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1998 ADT Total
18400 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
2 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.002 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
86.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.2 HS Inv. Rating Method
1 HS Inv. Method
45.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
28419 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-105ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0440 X H Index
100 Latitude
36:43:29.92 Longitude
-94:55:39.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
WILL ROGERS TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61.47 NBI Text
28419 Vault Link
http://plansrv1/bridgemaintvault/b28419 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
36.72497778 Longitude DD
-94.92762222 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
27822 x
-10567294.5677466 y
4400841.25302942 |
|||||||||||||||||||||||||||||||||||||
| 28418 | 6602 0492WX | 28418 | — | S.H. 66 | MOSSEY CREEK | -1 | 100ft. TYPE IV P.C. BEAM SPAN X 38ft. CLR. RDY W/ TR4 PARAPETS | 2008 | 36.22158333 | -95.711025 | 100 | 41.001 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27821 BRKEY
28418 NBI No.
28418 On Under
1 Structure No.
6602 0492WX Control No.
002 Lane Ind.
W Milepoint
04920 Facility Carried
S.H. 66 Feature Intersected
MOSSEY CREEK Division
08 County
131 Location
4.9 MI. N. JCT. I-44 Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
8600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 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
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.1 HS Inv. Rating Method
3 HS Inv. Method
60.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28418 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. TYPE IV P.C. BEAM SPAN X 38ft. CLR. RDY W/ TR4 PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5924 Latitude
36:13:17.7 Longitude
-95:42:39.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28418 Vault Link
http://plansrv1/bridgemaintvault/b28418 GIS FO/SD
Meets Standards H Inv. Method
60.7 Latitude DD
36.22158333 Longitude DD
-95.711025 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
27821 x
-10654502.5663023 y
4331153.88795508 |
|||||||||||||||||||||||||||||||||||||
| 28437 | 6323 0465 X | 28437 | — | U.S. 270 | U.P. R.R. & ST. UNDER | -1 | FOUR(68ft.-100ft.-100ft.-58ft. )SPAN STEEL ROLLED BEAM BRIDGE-43ft. LT FRWRD SKEW-81.875ft. CLR RDWY-CL STA 363+72.50 | 2008 | 35.337786 | -96.943842 | 326.001 | 45.2 | — | 4 | 43 | 4 | 41.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.9 | Satisfactory (6) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27799 BRKEY
28437 NBI No.
28437 On Under
1 Structure No.
6323 0465 X Control No.
023 Lane Ind.
Milepoint
04650 Facility Carried
U.S. 270 Feature Intersected
U.P. R.R. & ST. UNDER Division
03 County
125 Location
2.4MI. S. JCT. S.H. 3 Sufficiency
70.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2008 ADT Total
15100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
43 No. Main Spans
4 Road Width
41.001 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
13.599 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
3 - Steel Design
02 Length
326.001 Deck Width
45.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
4 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
28437 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
FOUR(68ft.-100ft.-100ft.-58ft. )SPAN STEEL ROLLED BEAM BRIDGE-43ft. LT FRWRD SKEW-81.875ft. CLR RDWY-CL STA 363+72.50 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
85.4739 Latitude
35:20:16.03 Longitude
-96:56:37.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28437 NBI Text
28437 Vault Link
http://plansrv1/bridgemaintvault/b28437 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.337786 Longitude DD
-96.943842 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
27799 x
-10791739.1269836 y
4209880.1877673 |
|||||||||||||||||||||||||||||||||||||
| 28435 | 4076 0350 X | 28435 | — | S.H. 144 | ROCK CREEK | -1 | 55ft. - 70ft. - 55ft. PC BEAM | 2008 | 34.53230556 | -94.87241667 | 182.2 | 34.2 | — | 3 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 230 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27797 BRKEY
28435 NBI No.
28435 On Under
1 Structure No.
4076 0350 X Control No.
076 Lane Ind.
Milepoint
03500 Facility Carried
S.H. 144 Feature Intersected
ROCK CREEK Division
02 County
079 Location
3.50 E PUSHMATAHA C/L Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
230 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.2 Deck Width
34.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
368 Future ADT Year
2042 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28435 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft. - 70ft. - 55ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6813 Latitude
34:31:56.3 Longitude
-94:52:20.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
208 NBI Text
28435 Vault Link
http://plansrv1/bridgemaintvault/b28435 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
34.53230556 Longitude DD
-94.87241667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
27797 x
-10561149.1140317 y
4100503.58523205 |
|||||||||||||||||||||||||||||||||||||
| 28233 | 2022 0841 X | 28233 | — | S.H. 34 | N. QUARTERMASTER CREEK | -1 | 102ft. P/S CONC. BEAM SPAN | 2007 | 35.75527778 | -99.35888889 | 162.001 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27785 BRKEY
28233 NBI No.
28233 On Under
1 Structure No.
2022 0841 X Control No.
022 Lane Ind.
Milepoint
08410 Facility Carried
S.H. 34 Feature Intersected
N. QUARTERMASTER CREEK Division
05 County
039 Location
8.4 N JCT S.H. 33 Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2007 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
47.199881 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28233 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
102ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7693 Latitude
35:45:19 Longitude
-99:21:32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28233 Vault Link
http://plansrv1/bridgemaintvault/b28233 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.75527778 Longitude DD
-99.35888889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
27785 x
-11060580.9170202 y
4267000.01003653 |
|||||||||||||||||||||||||||||||||||||
| 28232 | 2022 0763 X | 28232 | — | S.H. 34 | N. QUARTERMASTER CREEK | -1 | 102ft. P/S CONC. BEAM SPAN | 2007 | 35.74388889 | -99.35888889 | 162.001 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27784 BRKEY
28232 NBI No.
28232 On Under
1 Structure No.
2022 0763 X Control No.
022 Lane Ind.
Milepoint
07630 Facility Carried
S.H. 34 Feature Intersected
N. QUARTERMASTER CREEK Division
05 County
039 Location
7.6 N JCT S.H. 33 Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2007 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
47.199881 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28232 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
102ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.8324 Latitude
35:44:38 Longitude
-99:21:32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28232 Vault Link
http://plansrv1/bridgemaintvault/b28232 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.74388889 Longitude DD
-99.35888889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
27784 x
-11060580.9170202 y
4265437.86187659 |
|||||||||||||||||||||||||||||||||||||
| 28231 | 1806 0552 X | 28231 | — | U.S. 60 | BULL CREEK | -1 | 45ft. - 60ft. - 45ft. STEEL I-BEAM X 56ft. CLR.RDY. | 2009 | 36.63618056 | -95.14780556 | 150 | 77.999 | — | 3 | 0 | 4 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
27783 BRKEY
28231 NBI No.
28231 On Under
1 Structure No.
1806 0552 X Control No.
006 Lane Ind.
Milepoint
05520 Facility Carried
U.S. 60 Feature Intersected
BULL CREEK Division
08 County
035 Location
.5E JCT SH2 Sufficiency
67.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
2009 ADT Total
10400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
150 Deck Width
77.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
89 HS Inv. Rating Method
3 HS Inv. Method
65 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16640 Future ADT Year
2042 Bypass Detour
42.899998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28231 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
17.999 Rt. Curb SW
6.001 Description
45ft. - 60ft. - 45ft. STEEL I-BEAM X 56ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.6234 Latitude
36:38:10.25 Longitude
-95:08:52.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28231 Vault Link
http://plansrv1/bridgemaintvault/b28231 GIS FO/SD
Meets Standards H Inv. Method
64 Latitude DD
36.63618056 Longitude DD
-95.14780556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
27783 x
-10591805.2650366 y
4388515.65141108 |