ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 30050 | 6240 1100 X | 30050 | — | S.H. 99 | BOIS D'ARC CREEK | -1 | 3-14ft. X 14ft. X 105ft. R.C. BOX, 102ft. CLEAR RDWY., SKEWED 10 DEG. RF | 2012 | 34.65950556 | -96.63471389 | 43.999 | 40 | — | 3 | 10 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30542 BRKEY
30050 NBI No.
30050 On Under
1 Structure No.
6240 1100 X Control No.
040 Lane Ind.
Milepoint
11000 Facility Carried
S.H. 99 Feature Intersected
BOIS D'ARC CREEK Division
03 County
123 Location
5.5 S JCT S.H. 3 Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00099 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
2012 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
43.999 Deck Width
40 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
44.699999 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
30050 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
3-14ft. X 14ft. X 105ft. R.C. BOX, 102ft. CLEAR RDWY., SKEWED 10 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:39:34.22 Longitude
-96:38:04.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30050 Vault Link
http://plansrv1/bridgemaintvault/b30050 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.65950556 Longitude DD
-96.63471389 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30542 x
-10757327.1431885 y
4117705.04475203 |
|||||||||||||||||||||||||||||||||||||
| 30243 | 4204 0537 X | 30243 | — | U.S. 77 | LAWRIE CREEK | -1 | 3-10ft. X 10ft. X 84ft. RCB | 2014 | 35.95606111 | -97.42277778 | 32.001 | 86.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30531 BRKEY
30243 NBI No.
30243 On Under
1 Structure No.
4204 0537 X Control No.
004 Lane Ind.
Milepoint
05370 Facility Carried
U.S. 77 Feature Intersected
LAWRIE CREEK Division
04 County
083 Location
5.4 N JUNCTION S.H. 33 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
650 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 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
1040 Future ADT Year
2042 Bypass Detour
21.099999 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
30243 ODOT County
42 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:57:21.82 Longitude
-97:25:22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30243 Vault Link
http://plansrv1/bridgemaintvault/b30243 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.95606111 Longitude DD
-97.42277778 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30531 x
-10845054.0141358 y
4294577.13162616 |
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| 30141 | 1016 0616 X | 30141 | — | S.H. 53 | CADDO CREEK O'FLOW | -1 | 120ft. JPC BM, TR-4, 40ft. CLR. RDY. | 2014 | 34.3325 | -97.39888889 | 120.499 | 42.165 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | 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 | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30525 BRKEY
30141 NBI No.
30141 On Under
1 Structure No.
1016 0616 X Control No.
016 Lane Ind.
Milepoint
06160 Facility Carried
S.H. 53 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
6.3 E OF JCT S.H. 76 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.499 Deck Width
42.165 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
60.999999 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
30141 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft. JPC BM, TR-4, 40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:19:57 Longitude
-97:23:56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
30141 Vault Link
http://plansrv1/bridgemaintvault/b30141 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.3325 Longitude DD
-97.39888889 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30525 x
-10842394.7150654 y
4073536.51357501 |
|||||||||||||||||||||||||||||||||||||
| 30140 | 1016 0590 X | 30140 | — | S.H. 53 | CADDO CREEK | -1 | 85ft.-100ft.-85ft. PC BM SK 45, TR-4, 40ft. CLR | 2014 | 34.3325 | -97.40333333 | 275.499 | 42.165 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | 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 | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30524 BRKEY
30140 NBI No.
30140 On Under
1 Structure No.
1016 0590 X Control No.
016 Lane Ind.
Milepoint
05900 Facility Carried
S.H. 53 Feature Intersected
CADDO CREEK Division
07 County
019 Location
6 E OF JCT S.H. 76 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1200 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
275.499 Deck Width
42.165 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
60.999999 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
30140 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.-100ft.-85ft. PC BM SK 45, TR-4, 40ft. CLR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5134 Latitude
34:19:57 Longitude
-97:24:12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40 NBI Text
30140 Vault Link
http://plansrv1/bridgemaintvault/b30140 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.3325 Longitude DD
-97.40333333 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30524 x
-10842889.4678631 y
4073536.51357501 |
|||||||||||||||||||||||||||||||||||||
| 30139 | 6928 0191 X | 30139 | — | SOUTH DUNCAN BYPAS | S.H. 7 UNDER | -1 | 4-160ft. STEEL GIRDERS, 38ft. CLR. RDY. | 2017 | 34.487147 | -97.982261 | 670 | 41.001 | — | 4 | 0 | 1 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Excellent (9) | Satisfactory (6) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30523 BRKEY
30139 NBI No.
30139 On Under
1 Structure No.
6928 0191 X Control No.
028 Lane Ind.
Milepoint
01910 Facility Carried
SOUTH DUNCAN BYPAS Feature Intersected
S.H. 7 UNDER Division
07 County
137 Location
8.5 N OF S.H. 53 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
670 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
6 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72.4 HS Inv. Rating Method
3 HS Inv. Method
55.8 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
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30139 ODOT County
69 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-160ft. STEEL GIRDERS, 38ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:29:13.73 Longitude
-97:58:56.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
SOUTH DUNCAN BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
72 NBI Text
30139 Vault Link
http://plansrv1/bridgemaintvault/b30139 GIS FO/SD
Meets Standards H Inv. Method
55.7 Latitude DD
34.487147 Longitude DD
-97.982261 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30523 x
-10907335.4012936 y
4094403.04520561 |
|||||||||||||||||||||||||||||||||||||
| 30138 | 6928 0143 X | 30138 | — | SOUTH DUNCAN BYPAS | CREEK | -1 | 3-14ft.X12ft.X295ft. RCB SK 66 LF | 2017 | 34.481208 | -97.97735 | 46.001 | 0 | — | 3 | 66 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.3 | Good (7) | 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) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30522 BRKEY
30138 NBI No.
30138 On Under
1 Structure No.
6928 0143 X Control No.
028 Lane Ind.
Milepoint
01430 Facility Carried
SOUTH DUNCAN BYPAS Feature Intersected
CREEK Division
07 County
137 Location
8.1 N S.H. 53 Sufficiency
84.3 Kind Hwy
3 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
66 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
14 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.001 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
8 Culv. Rating
8 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
43.762 HS Inv. Rating Method
3 HS Inv. Method
33.841 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
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30138 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft.X12ft.X295ft. RCB SK 66 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:28:52.35 Longitude
-97:58:38.46 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
SOUTH DUNCAN BYPASS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73 NBI Text
30138 Vault Link
http://plansrv1/bridgemaintvault/b30138 GIS FO/SD
Meets Standards H Inv. Method
33.841 Latitude DD
34.481208 Longitude DD
-97.97735 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30522 x
-10906788.7112743 y
4093600.98232318 |
|||||||||||||||||||||||||||||||||||||
| 30137 | 6928 0121 X | 30137 | — | SOUTH DUNCAN BYPAS | SEMINOLE RD. UNDER | -1 | 50ft.-90ft.-50ft. PC BEAMS, 44ft. CLR. RDY. | 2017 | 34.4781 | -97.9771 | 210 | 47.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Excellent (9) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30521 BRKEY
30137 NBI No.
30137 On Under
1 Structure No.
6928 0121 X Control No.
028 Lane Ind.
Milepoint
01210 Facility Carried
SOUTH DUNCAN BYPAS Feature Intersected
SEMINOLE RD. UNDER Division
07 County
137 Location
7.9 N S.H. 53 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
26.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
47.001 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
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
8 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70.7 HS Inv. Rating Method
3 HS Inv. Method
43.5 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
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30137 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-90ft.-50ft. PC BEAMS, 44ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:28:41.16 Longitude
-97:58:37.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
SOUTH DUNCAN BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
74 NBI Text
30137 Vault Link
http://plansrv1/bridgemaintvault/b30137 GIS FO/SD
Meets Standards H Inv. Method
43.4 Latitude DD
34.4781 Longitude DD
-97.9771 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30521 x
-10906760.8814016 y
4093181.26919468 |
|||||||||||||||||||||||||||||||||||||
| 30136 | 6902 1264 X | 30136 | — | U.S. 81 | CREEK | -1 | 2-16ft.X15ft.X82ft. & 16ft.X21ft.X51ft. RCB | 2015 | 34.469167 | -97.973056 | 35 | 0 | — | 2 | 18 | 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 | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30520 BRKEY
30136 NBI No.
30136 On Under
1 Structure No.
6902 1264 X Control No.
002 Lane Ind.
Milepoint
12640 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
137 Location
7.2 N OF S.H. 53 Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2015 ADT Total
7800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
18 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
35 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
8 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
46.628 HS Inv. Rating Method
3 HS Inv. Method
35.935 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12480 Future ADT Year
2042 Bypass Detour
36.000001 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
30136 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-16ft.X15ft.X82ft. & 16ft.X21ft.X51ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:28:09 Longitude
-97:58:23 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
6 NBI Text
30136 Vault Link
http://plansrv1/bridgemaintvault/b30136 GIS FO/SD
Meets Standards H Inv. Method
35.935 Latitude DD
34.469167 Longitude DD
-97.973056 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30520 x
-10906310.7053809 y
4091975.0185951 |
|||||||||||||||||||||||||||||||||||||
| 29949 | 5569 0597SX | 29949 | — | I-40 EB | MAY AVE UNDER | -1 | 45,62,50,45 I-BEAM SPANS | 2010 | 35.460506 | -97.565922 | 201.001 | 98.478 | — | 4 | 4 | 6 | 95.479 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | 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 | 48100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30513 BRKEY
29949 NBI No.
29949 On Under
1 Structure No.
5569 0597SX Control No.
069 Lane Ind.
S Milepoint
05970 Facility Carried
I-40 EB Feature Intersected
MAY AVE UNDER Division
04 County
109 Location
6 E CANADIAN C\L Sufficiency
91.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
95.479 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
48100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
4 No. Main Spans
4 Road Width
95.479 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
6.201 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
98.478 Span Type Main
M Material
3 - Steel Design
02 Length
201.001 Deck Width
98.478 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
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
76960 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
1606 Max Measured Clearance
1707 Min Measured Clearance
1700 NBI Rating
29949 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
45,62,50,45 I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
92.467 Latitude
35:27:37.82 Longitude
-97:33:57.32 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 EB 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
29949 Vault Link
http://plansrv1/bridgemaintvault/b29949 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.460506 Longitude DD
-97.565922 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30513 x
-10860988.7558162 y
4226639.50885523 |
|||||||||||||||||||||||||||||||||||||
| 29948 | 3532 0368 X | 29948 | — | S.H. 99 | LITTLE PECAN CREEK | -1 | 3-12ft. X 11ft. X 101.35ft. CLR. RDWY. R.C. BOX W/ SPL. HDWL. EACH END & SKEWED 15 DEG. RF | 2013 | 34.41194444 | -96.63583333 | 39.341 | 0 | — | 3 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30512 BRKEY
29948 NBI No.
29948 On Under
1 Structure No.
3532 0368 X Control No.
032 Lane Ind.
Milepoint
03680 Facility Carried
S.H. 99 Feature Intersected
LITTLE PECAN CREEK Division
03 County
069 Location
3.7 N JCT S.H. 7 E Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00099 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
2013 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.341 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
2400 Future ADT Year
2042 Bypass Detour
44.699999 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
29948 ODOT County
35 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. X 11ft. X 101.35ft. CLR. RDWY. R.C. BOX W/ SPL. HDWL. EACH END & SKEWED 15 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.5046 Latitude
34:24:43 Longitude
-96:38:09 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29948 Vault Link
http://plansrv1/bridgemaintvault/b29948 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.41194444 Longitude DD
-96.63583333 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30512 x
-10757451.7586793 y
4084251.1392112 |
|||||||||||||||||||||||||||||||||||||
| 29947 | 3532 0435 X | 29947 | — | S.H. 99 | DIAMOND SPRING BRANCH CR | -1 | 2 - 12ft. X 10ft. X 84.60ft. CLR. RDWY. R.C. BOX SKEWED 30 DEG. LT. FWD. | 2014 | 34.42166667 | -96.63583333 | 27.7 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30511 BRKEY
29947 NBI No.
29947 On Under
1 Structure No.
3532 0435 X Control No.
032 Lane Ind.
Milepoint
04350 Facility Carried
S.H. 99 Feature Intersected
DIAMOND SPRING BRANCH CR Division
03 County
069 Location
4.4 N JCT. S.H. 7 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00099 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
2014 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
27.7 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
44.699999 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
29947 ODOT County
35 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 - 12ft. X 10ft. X 84.60ft. CLR. RDWY. R.C. BOX SKEWED 30 DEG. LT. FWD. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
94.72 Latitude
34:25:18 Longitude
-96:38:09 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29947 Vault Link
http://plansrv1/bridgemaintvault/b29947 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.42166667 Longitude DD
-96.63583333 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30511 x
-10757451.7586793 y
4085563.06920208 |
|||||||||||||||||||||||||||||||||||||
| 29946 | 3532 0225 X | 29946 | — | S.H. 99 | PECAN CREEK | -1 | 3-12ft. X 8ft. X 94ft. CLR. RDWY. R.C. BOX | 2013 | 34.39111111 | -96.63583333 | 40 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30510 BRKEY
29946 NBI No.
29946 On Under
1 Structure No.
3532 0225 X Control No.
032 Lane Ind.
Milepoint
02250 Facility Carried
S.H. 99 Feature Intersected
PECAN CREEK Division
03 County
069 Location
2.3 N JCT. S.H. 7 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00099 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
2013 ADT Total
1100 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
40 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
7 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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
44.699999 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
29946 ODOT County
35 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. X 8ft. X 94ft. CLR. RDWY. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.4043 Latitude
34:23:28 Longitude
-96:38:09 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29946 Vault Link
http://plansrv1/bridgemaintvault/b29946 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.39111111 Longitude DD
-96.63583333 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30510 x
-10757451.7586793 y
4081440.37673939 |
|||||||||||||||||||||||||||||||||||||
| 30135 | 6928 0054 X | 30135 | — | SOUTH DUNCAN BYPAS | U.S. 81 UNDER | 70ft.-125ft.-75ft. PC BEAMS, 38ft. CLR. RDY. | 2018 | 34.470168 | -97.972375 | 420 | 41 | — | 3 | 0 | 1 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1570 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30501 BRKEY
30135 NBI No.
30135 On Under
1 Structure No.
6928 0054 X Control No.
028 Lane Ind.
Milepoint
00540 Facility Carried
SOUTH DUNCAN BYPAS Feature Intersected
U.S. 81 UNDER Division
07 County
137 Location
7.2 N S.H. 53 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2018 ADT Total
1570 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
420 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.1 HS Inv. Rating Method
3 HS Inv. Method
57.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30135 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-125ft.-75ft. PC BEAMS, 38ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:28:12.6 Longitude
-97:58:20.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
SOUTH DUNCAN BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
76 NBI Text
30135 Vault Link
http://plansrv1/bridgemaintvault/b30135 GIS FO/SD
Meets Standards H Inv. Method
57 Latitude DD
34.470168 Longitude DD
-97.972375 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30501 x
-10906234.8968076 y
4092110.18029523 |
|||||||||||||||||||||||||||||||||||||
| 30134 | 6928 0053 X | 30134 | — | SOUTH DUNCAN BYPAS | CREEK | 2-16'X 15'X 201' R.C.B. SK75 | 2017 | 34.469453 | -97.973856 | 35 | 0 | — | 2 | 75 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1570 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30500 BRKEY
30134 NBI No.
30134 On Under
1 Structure No.
6928 0053 X Control No.
028 Lane Ind.
Milepoint
00530 Facility Carried
SOUTH DUNCAN BYPAS Feature Intersected
CREEK Division
07 County
137 Location
7.2 N OF S.H. 53 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
1570 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
75 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
1 Fill RCB
20 Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
35 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30134 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-16'X 15'X 201' R.C.B. SK75 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:28:10.03 Longitude
-97:58:25.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
SOUTH DUNCAN BYPASS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75 NBI Text
30134 Vault Link
http://plansrv1/bridgemaintvault/b30134 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
34.469453 Longitude DD
-97.973856 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30500 x
-10906399.7609735 y
4092013.63605829 |
|||||||||||||||||||||||||||||||||||||
| 30037 | 4932 0273 X | 30037 | — | S.H. 82 | GRAND RIVER | -1 | 8-100ft.TYPE IV PCBM.SPANS 40ft.CL.RDWY W/TR-4 RAIL | 2015 | 36.4425 | -95.05634444 | 800 | 42 | — | 8 | 15 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.5 | 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 | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30493 BRKEY
30037 NBI No.
30037 On Under
1 Structure No.
4932 0273 X Control No.
032 Lane Ind.
Milepoint
02730 Facility Carried
S.H. 82 Feature Intersected
GRAND RIVER Division
08 County
097 Location
2 S OF S.H. 28 Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
2600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
8 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
800 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3800 Future ADT Year
2042 Bypass Detour
47.2 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
30037 ODOT County
49 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
8-100ft.TYPE IV PCBM.SPANS 40ft.CL.RDWY W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5943 Latitude
36:26:33 Longitude
-95:03:22.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 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
30037 Vault Link
http://plansrv1/bridgemaintvault/b30037 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.4425 Longitude DD
-95.05634444 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30493 x
-10581623.8597308 y
4361680.7647736 |
|||||||||||||||||||||||||||||||||||||
| 30036 | 4916 0435 X | 30036 | — | S.H. 28 | ROCK CREEK | -1 | 3-90ft. TYPE IV PCBM CONT.SPANS 44ft.CL.RDY.W/TR-4 RAIL | 2015 | 36.440278 | -95.195833 | 270 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | 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 | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30492 BRKEY
30036 NBI No.
30036 On Under
1 Structure No.
4916 0435 X Control No.
016 Lane Ind.
Milepoint
04350 Facility Carried
S.H. 28 Feature Intersected
ROCK CREEK Division
08 County
097 Location
4.5 E OF U.S. 69 Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
4900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 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
71 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7840 Future ADT Year
2042 Bypass Detour
40.000002 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
30036 ODOT County
49 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
3-90ft. TYPE IV PCBM CONT.SPANS 44ft.CL.RDY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.1556 Latitude
36:26:25 Longitude
-95:11:45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30036 Vault Link
http://plansrv1/bridgemaintvault/b30036 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.440278 Longitude DD
-95.195833 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30492 x
-10597151.6552015 y
4361373.29094422 |
|||||||||||||||||||||||||||||||||||||
| 30035 | 5820 0817 X | 30035 | — | S.H. 10 | SYCAMORE CREEK | -1 | 60ft.-100ft.-100ft.-60ft. PC BM.SPANS 40ft.CL.RDY.W/TR-4 RAIL | 2014 | 36.76777778 | -94.69166667 | 322.001 | 42.001 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | 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 | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30491 BRKEY
30035 NBI No.
30035 On Under
1 Structure No.
5820 0817 X Control No.
020 Lane Ind.
Milepoint
08170 Facility Carried
S.H. 10 Feature Intersected
SYCAMORE CREEK Division
08 County
115 Location
8.3 N DELAWARE CO Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00010 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
2014 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
322.001 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
6 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
68.8 HS Inv. Rating Method
3 HS Inv. Method
53 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
25 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
30035 ODOT County
58 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
60ft.-100ft.-100ft.-60ft. PC BM.SPANS 40ft.CL.RDY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9922 Latitude
36:46:04 Longitude
-94:41:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 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
30035 Vault Link
http://plansrv1/bridgemaintvault/b30035 GIS FO/SD
Meets Standards H Inv. Method
52.9 Latitude DD
36.76777778 Longitude DD
-94.69166667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30491 x
-10541028.1160708 y
4406787.24599928 |
|||||||||||||||||||||||||||||||||||||
| 30034 | 7702 1365SX | 30034 | — | U.S. 183 | PERSIMMON CREEK | -1 | 11-50ft., 1-40ft. P.C. BEAM X 38ft. CL. RDY. | 2012 | 36.261111 | -99.172222 | 590 | 40.098 | — | 12 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30490 BRKEY
30034 NBI No.
30034 On Under
1 Structure No.
7702 1365SX Control No.
002 Lane Ind.
S Milepoint
13650 Facility Carried
U.S. 183 Feature Intersected
PERSIMMON CREEK Division
06 County
153 Location
5 SE JCT S.H. 50 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00183 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
2012 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
12 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
590 Deck Width
40.098 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.9 HS Inv. Rating Method
3 HS Inv. Method
45.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 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
30034 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
11-50ft., 1-40ft. P.C. BEAM X 38ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
89.7483 Latitude
36:15:40 Longitude
-99:10:20 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 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
30034 Vault Link
http://plansrv1/bridgemaintvault/b30034 GIS FO/SD
Meets Standards H Inv. Method
45.5 Latitude DD
36.261111 Longitude DD
-99.172222 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30490 x
-11039801.2538775 y
4336609.57965676 |
|||||||||||||||||||||||||||||||||||||
| 29940 | 0604 0498WX | 29940 | — | U.S. 270 | RELAY CREEK | -1 | 133ft. P/S CONCRETE BEAM SPAN | 2013 | 35.77222222 | -98.40611111 | 132.999 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30486 BRKEY
29940 NBI No.
29940 On Under
1 Structure No.
0604 0498WX Control No.
004 Lane Ind.
W Milepoint
04980 Facility Carried
U.S. 270 Feature Intersected
RELAY CREEK Division
05 County
011 Location
5.2 S S.H. 33 WATONGA Sufficiency
89.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2013 ADT Total
2400 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
132.999 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
78 HS Inv. Rating Method
3 HS Inv. Method
29 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
0.1 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
29940 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
133ft. P/S CONCRETE BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:46:20 Longitude
-98:24:22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
29940 Vault Link
http://plansrv1/bridgemaintvault/b29940 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.77222222 Longitude DD
-98.40611111 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30486 x
-10954518.1797115 y
4269324.59469857 |
|||||||||||||||||||||||||||||||||||||
| 30230 | 2502 1693 X | 30230 | — | U.S. 77 | OWL CREEK | -1 | 50ft.-70ft.-50ft. PC BEAM SPANS W/40ft. CL. RDWY | 2016 | 34.819253 | -97.256608 | 170.6 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | 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) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30482 BRKEY
30230 NBI No.
30230 On Under
1 Structure No.
2502 1693 X Control No.
002 Lane Ind.
Milepoint
16930 Facility Carried
U.S. 77 Feature Intersected
OWL CREEK Division
03 County
049 Location
0.6 MI. S OF PAOLI Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2016 ADT Total
1800 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
170.6 Deck Width
42.201 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
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
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2500 Future ADT Year
2042 Bypass Detour
13.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30230 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-70ft.-50ft. PC BEAM SPANS W/40ft. CL. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:49:09.31 Longitude
-97:15:23.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 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
30230 Vault Link
http://plansrv1/bridgemaintvault/b30230 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.819253 Longitude DD
-97.256608 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30482 x
-10826556.078841 y
4139345.39655882 |
|||||||||||||||||||||||||||||||||||||
| 30229 | 5569 0655NX | 30229 | — | I-40 WB | AGNEW AVE. UNDER | -1 | 52ft.-108ft.-52ft. PC BEAM SPANS ROADWAY VARIES | 2013 | 35.46195 | -97.556203 | 212.644 | 122.201 | — | 3 | 20 | 7 | 122.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.5 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 56450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30481 BRKEY
30229 NBI No.
30229 On Under
1 Structure No.
5569 0655NX Control No.
069 Lane Ind.
N Milepoint
06550 Facility Carried
I-40 WB Feature Intersected
AGNEW AVE. UNDER Division
04 County
109 Location
.5 E OF MAY AVE. Sufficiency
91.5 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2013 ADT Total
56450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
122.001 Ref. Underclearance Rt.
H Underclearance Right
9.301 Underclearance Left
2.1 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
135 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
212.644 Deck Width
122.201 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
90320 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
1902 Min Measured Clearance
1806 NBI Rating
30229 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
52ft.-108ft.-52ft. PC BEAM SPANS ROADWAY VARIES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.244 Latitude
35:27:43.02 Longitude
-97:33:22.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB 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
30229 Vault Link
http://plansrv1/bridgemaintvault/b30229 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
35.46195 Longitude DD
-97.556203 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30481 x
-10859906.8416852 y
4226836.86147408 |
|||||||||||||||||||||||||||||||||||||
| 30129 | 6902 1231 X | 30129 | — | U.S. 81 | CREEK | 3-12ft.X10ft.X246ft. RCB | 2018 | 34.46469167 | -97.97389722 | 40 | 0 | — | 3 | 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 | 7800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30477 BRKEY
30129 NBI No.
30129 On Under
1 Structure No.
6902 1231 X Control No.
002 Lane Ind.
Milepoint
12310 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
137 Location
6.9 N OF JCT S.H. 53 Sufficiency
84.9 Kind Hwy
2 Level Service
0 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
2018 ADT Total
7800 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
2 Fill RCB
8 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
40 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
8 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
95 HS Inv. Rating Method
3 HS Inv. Method
73.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7850 Future ADT Year
2042 Bypass Detour
36 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30129 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X10ft.X246ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:27:52.89 Longitude
-97:58:26.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
5 NBI Text
30129 Vault Link
http://plansrv1/bridgemaintvault/b30129 GIS FO/SD
Meets Standards H Inv. Method
39.8 Latitude DD
34.46469167 Longitude DD
-97.97389722 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30477 x
-10906404.3495629 y
4091370.74949644 |
|||||||||||||||||||||||||||||||||||||
| 30127 | 7217 0092EX | 30127 | — | U.S. 75 NB | SOUTH DUCK CREEK | -1 | 55ft.-80ft.-55ft. STEEL BEAM SPANS W/TR-4 RAIL 38ft.CL.RDY | 2012 | 35.87027778 | -96.01527778 | 190 | 40 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30475 BRKEY
30127 NBI No.
30127 On Under
1 Structure No.
7217 0092EX Control No.
017 Lane Ind.
E Milepoint
00920 Facility Carried
U.S. 75 NB Feature Intersected
SOUTH DUCK CREEK Division
08 County
143 Location
.9 N OKMULGEE C/L Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2012 ADT Total
10050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
190 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 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
45.1 HS Inv. Rating Method
3 HS Inv. Method
34.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16080 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
30127 ODOT County
72 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
55ft.-80ft.-55ft. STEEL BEAM SPANS W/TR-4 RAIL 38ft.CL.RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2691 Latitude
35:52:13 Longitude
-96:00:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30127 Vault Link
http://plansrv1/bridgemaintvault/b30127 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
35.87027778 Longitude DD
-96.01527778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30475 x
-10688371.8308443 y
4282786.44416036 |
|||||||||||||||||||||||||||||||||||||
| 30126 | 5604 0738WX | 30126 | — | U.S. 62/US 75 SB | MONTEZUMA CR. ( SALT CR) | -1 | 45ft.-80ft.-45ft. STEEL I-BEAM INTEGRAL FSP | 2017 | 35.535492 | -95.952361 | 170 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30474 BRKEY
30126 NBI No.
30126 On Under
1 Structure No.
5604 0738WX Control No.
004 Lane Ind.
W Milepoint
07380 Facility Carried
U.S. 62/US 75 SB Feature Intersected
MONTEZUMA CR. ( SALT CR) Division
01 County
111 Location
5.8 N JCT U.S. 266 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 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
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
170 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.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.2 HS Inv. Rating Method
3 HS Inv. Method
40.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 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
30126 ODOT County
56 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
45ft.-80ft.-45ft. STEEL I-BEAM INTEGRAL FSP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:32:07.77 Longitude
-95:57:08.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62/US 75 SB 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
30126 Vault Link
http://plansrv1/bridgemaintvault/b30126 GIS FO/SD
Meets Standards H Inv. Method
40.8 Latitude DD
35.535492 Longitude DD
-95.952361 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30474 x
-10681367.9669324 y
4236892.59507914 |
|||||||||||||||||||||||||||||||||||||
| 30125 | 5604 0847WX | 30125 | — | U.S. 62 U.S. 75 SB | DEEP FORK CR. O'FLOW | -1 | 7-75ft. STEEL I-BEAM CONVENTIONAL FSHP | 2017 | 35.551111 | -95.951667 | 525 | 41.001 | — | 7 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | 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 | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30473 BRKEY
30125 NBI No.
30125 On Under
1 Structure No.
5604 0847WX Control No.
004 Lane Ind.
W Milepoint
08470 Facility Carried
U.S. 62 U.S. 75 SB Feature Intersected
DEEP FORK CR. O'FLOW Division
01 County
111 Location
6.8 N JCT U.S. 266 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 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
3 - Steel Design
02 Length
525 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.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.9 HS Inv. Rating Method
3 HS Inv. Method
39.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 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
30125 ODOT County
56 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
7-75ft. STEEL I-BEAM CONVENTIONAL FSHP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:04 Longitude
-95:57:06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 U.S. 75 SB 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
30125 Vault Link
http://plansrv1/bridgemaintvault/b30125 GIS FO/SD
Meets Standards H Inv. Method
39.8 Latitude DD
35.551111 Longitude DD
-95.951667 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30473 x
-10681290.7112058 y
4239029.43854696 |
|||||||||||||||||||||||||||||||||||||
| 30124 | 5604 0756WX | 30124 | — | U.S. 62/US 75 SB | MONTEZUMA CREEK O'FLOW | -1 | 50ft.-60ft.-50ft. STEEL I-BEAM INTEGRAL FSP | 2017 | 35.538169 | -95.952111 | 160 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | 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 | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30472 BRKEY
30124 NBI No.
30124 On Under
1 Structure No.
5604 0756WX Control No.
004 Lane Ind.
W Milepoint
07560 Facility Carried
U.S. 62/US 75 SB Feature Intersected
MONTEZUMA CREEK O'FLOW Division
01 County
111 Location
6 N JCT U.S. 266 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
160 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.
9 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.1 HS Inv. Rating Method
3 HS Inv. Method
39.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 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
30124 ODOT County
56 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
50ft.-60ft.-50ft. STEEL I-BEAM INTEGRAL FSP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:32:17.41 Longitude
-95:57:07.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62/US 75 SB 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
30124 Vault Link
http://plansrv1/bridgemaintvault/b30124 GIS FO/SD
Meets Standards H Inv. Method
39.2 Latitude DD
35.538169 Longitude DD
-95.952111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30472 x
-10681340.1370597 y
4237258.80728468 |
|||||||||||||||||||||||||||||||||||||
| 30033 | 6006 1676 X | 30033 | — | S.H. 33 | CREEK | -1 | (3)-10ft. X 8ft. X 5ft. RCB TRANSITIONING TO (3)-10ft. X 14ft. X 89ft. RCB W/ 8ft CURTAIN WALLS | 2015 | 35.985589 | -96.937614 | 32.251 | 0 | — | 2 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30471 BRKEY
30033 NBI No.
30033 On Under
1 Structure No.
6006 1676 X Control No.
006 Lane Ind.
Milepoint
16760 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
5.4 E JCT. U.S. 177 Sufficiency
92.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32.251 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
54.3 HS Inv. Rating Method
3 HS Inv. Method
41.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30033 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3)-10ft. X 8ft. X 5ft. RCB TRANSITIONING TO (3)-10ft. X 14ft. X 89ft. RCB W/ 8ft CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8828 Latitude
35:59:08.12 Longitude
-96:56:15.41 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30033 Vault Link
http://plansrv1/bridgemaintvault/b30033 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.985589 Longitude DD
-96.937614 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30471 x
-10791045.8291949 y
4298638.62180534 |
|||||||||||||||||||||||||||||||||||||
| 30028 | 1649 1146WX | 30028 | — | I-44 SB | ROAD TO GATE 1 UNDER | 1649 1146 X | 40ft.,2-63ft.,40ft. I-BM. SPANS SK.60 DEG. | 1959 | 34.66013333 | -98.38246667 | 208.005 | 29.029 | — | 4 | 30 | 2 | 28.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 11600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30466 BRKEY
30028 NBI No.
30028 On Under
1 Structure No.
1649 1146WX Control No.
049 Lane Ind.
W Milepoint
11460 Facility Carried
I-44 SB Feature Intersected
ROAD TO GATE 1 UNDER Division
07 County
031 Location
11.4 MI N OF SH 36 Sufficiency
80.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.999 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
1959 ADT Total
11600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
28.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
11.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
3 - Steel Design
02 Length
208.005 Deck Width
29.029 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1511 Min Measured Clearance
1507 NBI Rating
30028 ODOT County
16 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-63ft.,40ft. I-BM. SPANS SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1146 X H Index
85.0964 Latitude
34:39:36.48 Longitude
-98:22:56.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
140A NBI Text
30028 Vault Link
http://plansrv1/bridgemaintvault/b30028 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.66013333 Longitude DD
-98.38246667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30466 x
-10951886.0926906 y
4117790.00448206 |
|||||||||||||||||||||||||||||||||||||
| 30315 | 5730 1228 X | 30315 | — | S.H. 99 | BIRCH CREEK | 70ft.-80ft.-70ft. TYPE IV PRESTRESSED BEAM SPANS | 2019 | 36.574444 | -96.310833 | 220.5 | 42.166 | — | 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) | 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 | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30465 BRKEY
30315 NBI No.
30315 On Under
1 Structure No.
5730 1228 X Control No.
030 Lane Ind.
Milepoint
12280 Facility Carried
S.H. 99 Feature Intersected
BIRCH CREEK Division
08 County
113 Location
1.4 S JCT WITH S.H. 11 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00099 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
2019 ADT Total
2200 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
220.5 Deck Width
42.166 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
47.8 HS Inv. Rating Method
3 HS Inv. Method
36.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 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
Max Measured Clearance
Min Measured Clearance
NBI Rating
30315 ODOT County
57 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
70ft.-80ft.-70ft. TYPE IV PRESTRESSED BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:34:28 Longitude
-96:18:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 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
30315 Vault Link
http://plansrv1/bridgemaintvault/b30315 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
36.574444 Longitude DD
-96.310833 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30465 x
-10721272.887436 y
4379954.60656741 |
|||||||||||||||||||||||||||||||||||||
| 30314 | 3810 1209 X | 30314 | — | S.H. 9 | ELK CREEK | -1 | 80ft.-85ft.-80ft. P/S CONCRETE BEAM SPANS | 2016 | 35.01446667 | -99.13048611 | 245 | 42.001 | — | 3 | 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) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30464 BRKEY
30314 NBI No.
30314 On Under
1 Structure No.
3810 1209 X Control No.
010 Lane Ind.
Milepoint
12090 Facility Carried
S.H. 9 Feature Intersected
ELK CREEK Division
05 County
075 Location
12 E OF GREER C/L Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2016 ADT Total
2100 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
245 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
8 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
27.999999 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
30314 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-85ft.-80ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:00:52.08 Longitude
-99:07:49.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30314 Vault Link
http://plansrv1/bridgemaintvault/b30314 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.01446667 Longitude DD
-99.13048611 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30464 x
-11035155.2358549 y
4165847.28056021 |
|||||||||||||||||||||||||||||||||||||
| 30222 | 1802 0090 X | 30222 | — | U.S. 59 | UNNAMED CREEK | -1 | 2-12ft.X8ft.X88ft. RC BOX | 2015 | 36.87378333 | -95.01556667 | 27.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30456 BRKEY
30222 NBI No.
30222 On Under
1 Structure No.
1802 0090 X Control No.
002 Lane Ind.
Milepoint
00900 Facility Carried
U.S. 59 Feature Intersected
UNNAMED CREEK Division
08 County
035 Location
.9 W OF OTTAWA C\L Sufficiency
92.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
2300 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
40.999998 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
30222 ODOT County
18 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
2-12ft.X8ft.X88ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:52:25.62 Longitude
-95:00:56.04 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 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
-1 NBI Text
30222 Vault Link
http://plansrv1/bridgemaintvault/b30222 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
36.87378333 Longitude DD
-95.01556667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30456 x
-10577084.4991387 y
4421528.38300369 |
|||||||||||||||||||||||||||||||||||||
| 30123 | 5604 0896WX | 30123 | — | U.S. 62/ US 75 SB | CREEK | -1 | 90ft. STEEL I-BEAM INTEGRAL FSP | 2017 | 35.558264 | -95.953239 | 90 | 41.001 | — | 1 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30453 BRKEY
30123 NBI No.
30123 On Under
1 Structure No.
5604 0896WX Control No.
004 Lane Ind.
W Milepoint
08960 Facility Carried
U.S. 62/ US 75 SB Feature Intersected
CREEK Division
01 County
111 Location
7.3 N JCT U.S. 266 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2017 ADT Total
16000 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
3 - Steel Design
02 Length
90 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.
9 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.6 HS Inv. Rating Method
3 HS Inv. Method
47.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 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
30123 ODOT County
56 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
90ft. STEEL I-BEAM INTEGRAL FSP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:29.75 Longitude
-95:57:11.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62/ US 75 SB 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
30123 Vault Link
http://plansrv1/bridgemaintvault/b30123 GIS FO/SD
Meets Standards H Inv. Method
47.4 Latitude DD
35.558264 Longitude DD
-95.953239 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30453 x
-10681465.7054453 y
4240008.18314769 |
|||||||||||||||||||||||||||||||||||||
| 30122 | 5604 0950WX | 30122 | — | U.S. 62/ US 75 SB | DEEP FORK O'FLOW | -1 | 3-65ft. STEEL I-BEAM INTEGRAL FSP | 2017 | 35.5661 | -95.954839 | 195 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30452 BRKEY
30122 NBI No.
30122 On Under
1 Structure No.
5604 0950WX Control No.
004 Lane Ind.
W Milepoint
09500 Facility Carried
U.S. 62/ US 75 SB Feature Intersected
DEEP FORK O'FLOW Division
01 County
111 Location
7.8 N JCT U.S. 266 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
195 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.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50.5 HS Inv. Rating Method
3 HS Inv. Method
38.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 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
30122 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-65ft. STEEL I-BEAM INTEGRAL FSP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:57.96 Longitude
-95:57:17.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62/ US 75 SB 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
30122 Vault Link
http://plansrv1/bridgemaintvault/b30122 GIS FO/SD
Meets Standards H Inv. Method
38.8 Latitude DD
35.5661 Longitude DD
-95.954839 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30452 x
-10681643.8166305 y
4241080.48285987 |
|||||||||||||||||||||||||||||||||||||
| 30121 | 5604 0930WX | 30121 | — | U.S. 62/US 75 SB | DEEP FORK CR. O'FLOW | -1 | 3-50ft. STEEL I-BEAM INTEGRAL FSP | 2017 | 35.563161 | -95.954253 | 150 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30451 BRKEY
30121 NBI No.
30121 On Under
1 Structure No.
5604 0930WX Control No.
004 Lane Ind.
W Milepoint
09300 Facility Carried
U.S. 62/US 75 SB Feature Intersected
DEEP FORK CR. O'FLOW Division
01 County
111 Location
7.6 N JCT U.S. 266 Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
150 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.
9 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
29.9 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
25600 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
30121 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. STEEL I-BEAM INTEGRAL FSP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:47.38 Longitude
-95:57:15.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62/US 75 SB 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
30121 Vault Link
http://plansrv1/bridgemaintvault/b30121 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.563161 Longitude DD
-95.954253 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30451 x
-10681578.5834089 y
4240678.28975873 |
|||||||||||||||||||||||||||||||||||||
| 30120 | 5604 0719WX | 30120 | — | U.S. 62/US 75 SB | BURGESS CREEK | -1 | 45ft.-60ft.-45ft. STEEL I-BEAM INTEGRAL FSP | 2017 | 35.532767 | -95.952619 | 150 | 52.999 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | 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 | 02 - Principal Arterial Other (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30450 BRKEY
30120 NBI No.
30120 On Under
1 Structure No.
5604 0719WX Control No.
004 Lane Ind.
W Milepoint
07190 Facility Carried
U.S. 62/US 75 SB Feature Intersected
BURGESS CREEK Division
01 County
111 Location
5.6 N JCT U.S. 266 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
150 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.4 HS Inv. Rating Method
3 HS Inv. Method
41.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 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
30120 ODOT County
56 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
45ft.-60ft.-45ft. STEEL I-BEAM INTEGRAL FSP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:31:57.96 Longitude
-95:57:09.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62/US 75 SB 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
30120 Vault Link
http://plansrv1/bridgemaintvault/b30120 GIS FO/SD
Meets Standards H Inv. Method
41.7 Latitude DD
35.532767 Longitude DD
-95.952619 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30450 x
-10681396.687361 y
4236519.82904972 |
|||||||||||||||||||||||||||||||||||||
| 30119 | 3710 0045 X | 30119 | — | S.H. 33 | UNCLE JOHNS CREEK | -1 | 40.6ft.-50ft.-40ft. TYPE II, 90ft. TYPE IV, 61.7ft. TYPE III P | 2015 | 35.86083333 | -97.92472222 | 283.32 | 44.167 | — | 5 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.6 | 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 | 06 - Minor Arterial (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30449 BRKEY
30119 NBI No.
30119 On Under
1 Structure No.
3710 0045 X Control No.
010 Lane Ind.
Milepoint
00450 Facility Carried
S.H. 33 Feature Intersected
UNCLE JOHNS CREEK Division
04 County
073 Location
.5 E JCT U.S. 81 Sufficiency
77.6 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 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
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
283.32 Deck Width
44.167 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
7 Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
52.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30119 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
40.6ft.-50ft.-40ft. TYPE II, 90ft. TYPE IV, 61.7ft. TYPE III P Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9824 Latitude
35:51:39 Longitude
-97:55:29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
30119 Vault Link
http://plansrv1/bridgemaintvault/b30119 GIS FO/SD
Meets Standards H Inv. Method
45 Latitude DD
35.86083333 Longitude DD
-97.92472222 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30449 x
-10900930.2136032 y
4281489.11056279 |
|||||||||||||||||||||||||||||||||||||
| 30118 | 3710 0074 X | 30118 | — | S.H. 33 | UNCLE JOHNS CREEK O'FLOW | -1 | 50ft.-55ft.-50ft. TYPE II PC BEAMS | 2015 | 35.86055556 | -97.91944444 | 155.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.2 | Good (7) | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30448 BRKEY
30118 NBI No.
30118 On Under
1 Structure No.
3710 0074 X Control No.
010 Lane Ind.
Milepoint
00740 Facility Carried
S.H. 33 Feature Intersected
UNCLE JOHNS CREEK O'FLOW Division
04 County
073 Location
.8 E JCT U.S. 81 Sufficiency
88.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
2300 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
155.499 Deck Width
42.165 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
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
52.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30118 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-55ft.-50ft. TYPE II PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6783 Latitude
35:51:38 Longitude
-97:55:10 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
30118 Vault Link
http://plansrv1/bridgemaintvault/b30118 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.86055556 Longitude DD
-97.91944444 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30448 x
-10900342.693821 y
4281450.95712332 |
|||||||||||||||||||||||||||||||||||||
| 30026 | 1649 1165WX | 30026 | — | I-44 SB | FT. SILL RD./ UP R.R UND | 1649 1165 X | 50ft.(65ft.-76ft. CONT.)50ft. I-BM. SPANS | 1959 | 34.66257778 | -98.38178333 | 245.079 | 38.999 | — | 4 | 0 | 3 | 37.799 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 11600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30446 BRKEY
30026 NBI No.
30026 On Under
1 Structure No.
1649 1165WX Control No.
049 Lane Ind.
W Milepoint
11650 Facility Carried
I-44 SB Feature Intersected
FT. SILL RD./ UP R.R UND Division
07 County
031 Location
11.6 MI N OF SH 36 Sufficiency
77.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
37.5 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
1959 ADT Total
11600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.799 Ref. Underclearance Rt.
R Underclearance Right
18.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
37.5 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
245.079 Deck Width
38.999 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2208 Min Measured Clearance
2207 NBI Rating
30026 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.(65ft.-76ft. CONT.)50ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1165 X H Index
87.7472 Latitude
34:39:45.28 Longitude
-98:22:54.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
141A NBI Text
30026 Vault Link
http://plansrv1/bridgemaintvault/b30026 GIS FO/SD
FO H Inv. Method
22 Latitude DD
34.66257778 Longitude DD
-98.38178333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30446 x
-10951810.0236298 y
4118120.83211306 |
|||||||||||||||||||||||||||||||||||||
| 30216 | 2512 0201 X | 30216 | — | S.H. 19 | WASHITA RIVER | -1 | 120ft.-200ft.-200ft.-120ft. PLATE GIRDER SPANS W/ 40.0ft. CLR. RDWY. & TR-4 CONC. RAILS | 2014 | 34.760011 | -97.198517 | 642 | 42 | — | 2 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30432 BRKEY
30216 NBI No.
30216 On Under
1 Structure No.
2512 0201 X Control No.
012 Lane Ind.
Milepoint
02010 Facility Carried
S.H. 19 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
2.2 MI. E JCT U.S. 77 Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
642 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
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
52 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
31.1 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
30216 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft.-200ft.-200ft.-120ft. PLATE GIRDER SPANS W/ 40.0ft. CLR. RDWY. & TR-4 CONC. RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.0215 Latitude
34:45:36.04 Longitude
-97:11:54.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30216 Vault Link
http://plansrv1/bridgemaintvault/b30216 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.760011 Longitude DD
-97.198517 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30432 x
-10820089.4183013 y
4131315.23519531 |
|||||||||||||||||||||||||||||||||||||
| 30017 | 6356 0070 X | 30017 | — | S.H. 102 | NORTH CANADIAN RIVER | -1 | 7-100ft. TYPE IV P.C.BEAM SPANS W/ 40ft. CLR. RDWY & TR-4 TRAFFIC RAIL | 2015 | 35.44541111 | -97.09071944 | 700 | 42 | — | 7 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | 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 | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30419 BRKEY
30017 NBI No.
30017 On Under
1 Structure No.
6356 0070 X Control No.
056 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 102 Feature Intersected
NORTH CANADIAN RIVER Division
03 County
125 Location
0.7 N OF JCT U.S. 270 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00102 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
2015 ADT Total
4100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 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
700 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
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6560 Future ADT Year
2042 Bypass Detour
19.900001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30017 ODOT County
63 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
7-100ft. TYPE IV P.C.BEAM SPANS W/ 40ft. CLR. RDWY & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9427 Latitude
35:26:43.48 Longitude
-97:05:26.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 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
30017 Vault Link
http://plansrv1/bridgemaintvault/b30017 GIS FO/SD
Meets Standards H Inv. Method
40.4 Latitude DD
35.44541111 Longitude DD
-97.09071944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30419 x
-10808089.4488134 y
4224576.69036159 |
|||||||||||||||||||||||||||||||||||||
| 30318 | 3810 1277 X | 30318 | — | S.H. 9 | LITTLE ELK CREEK | -1 | 85ft.-85ft.-85ft. P/S CONCRETE BEAM SPANS | 2016 | 35.01566111 | -99.11870278 | 255 | 42.001 | — | 3 | 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) | Very good (8) | 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 | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30414 BRKEY
30318 NBI No.
30318 On Under
1 Structure No.
3810 1277 X Control No.
010 Lane Ind.
Milepoint
12770 Facility Carried
S.H. 9 Feature Intersected
LITTLE ELK CREEK Division
05 County
075 Location
12.7 E OF GREER C/L Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2016 ADT Total
2100 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
255 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
27.999999 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
30318 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.-85ft.-85ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:00:56.38 Longitude
-99:07:07.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30318 Vault Link
http://plansrv1/bridgemaintvault/b30318 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.01566111 Longitude DD
-99.11870278 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30414 x
-11033843.5215594 y
4166009.63007844 |
|||||||||||||||||||||||||||||||||||||
| 30317 | 3810 1240 X | 30317 | — | S.H. 9 | ELK CREEK OVERFLOW | -1 | 80ft.-85ft.-85ft.-80 P/S CONCRETE BEAM. SPANS | 2016 | 35.015475 | -99.12514444 | 330 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | Satisfactory (6) | Very good (8) | 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 | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30413 BRKEY
30317 NBI No.
30317 On Under
1 Structure No.
3810 1240 X Control No.
010 Lane Ind.
Milepoint
12400 Facility Carried
S.H. 9 Feature Intersected
ELK CREEK OVERFLOW Division
05 County
075 Location
12.4 E GREER C/L Sufficiency
90.4 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2016 ADT Total
2100 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
330 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
29 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
27.999999 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
30317 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-85ft.-85ft.-80 P/S CONCRETE BEAM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:00:55.71 Longitude
-99:07:30.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30317 Vault Link
http://plansrv1/bridgemaintvault/b30317 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.015475 Longitude DD
-99.12514444 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30413 x
-11034560.6038705 y
4165984.3336591 |
|||||||||||||||||||||||||||||||||||||
| 30316 | 5730 1170 X | 30316 | — | S.H. 99 | UNNAMED CREEK | 3-10ft.X10ft.X218ft. RCB | 2019 | 36.566111 | -96.315556 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30412 BRKEY
30316 NBI No.
30316 On Under
1 Structure No.
5730 1170 X Control No.
030 Lane Ind.
Milepoint
11700 Facility Carried
S.H. 99 Feature Intersected
UNNAMED CREEK Division
08 County
113 Location
2 S OF JCT S.H. 11 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00099 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
2019 ADT Total
2200 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
2 Fill RCB
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
157.5 HS Inv. Rating Method
3 HS Inv. Method
121.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 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
Max Measured Clearance
Min Measured Clearance
NBI Rating
30316 ODOT County
57 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.X10ft.X218ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:33:58 Longitude
-96:18:56 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30316 Vault Link
http://plansrv1/bridgemaintvault/b30316 GIS FO/SD
Meets Standards H Inv. Method
121.4 Latitude DD
36.566111 Longitude DD
-96.315556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30412 x
-10721798.649391 y
4378799.58910592 |
|||||||||||||||||||||||||||||||||||||
| 30209 | 3318 0887 X | 30209 | — | S.H. 6 | TURKEY CREEK | -1 | 90ft.-90ft.-100ft.-90ft. P/S CONCRETE BEAMS | 2014 | 34.55206667 | -99.41792778 | 370 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30407 BRKEY
30209 NBI No.
30209 On Under
1 Structure No.
3318 0887 X Control No.
018 Lane Ind.
Milepoint
08870 Facility Carried
S.H. 6 Feature Intersected
TURKEY CREEK Division
05 County
065 Location
14.2 NE JCT S.H. 34 Sufficiency
97.2 Kind Hwy
3 Level Service
1 Route No.
00006 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
2014 ADT Total
1500 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
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
370 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
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
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
25 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30209 ODOT County
33 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
90ft.-90ft.-100ft.-90ft. P/S CONCRETE BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9641 Latitude
34:33:07.44 Longitude
-99:25:04.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 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
30209 Vault Link
http://plansrv1/bridgemaintvault/b30209 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.55206667 Longitude DD
-99.41792778 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30407 x
-11067153.096192 y
4103174.18482046 |
|||||||||||||||||||||||||||||||||||||
| 30208 | 3312 0567 X | 30208 | — | S.H. 6 | SANDY CREEK | -1 | (3-100ft.) - 130ft. P/S CONC. BEAM SPANS, SK. 45 DEG. L.F. | 2014 | 34.46401111 | -99.66363056 | 434.003 | 42.001 | — | 4 | 45 | 2 | 40.01 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Good (7) | 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 | 470 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30406 BRKEY
30208 NBI No.
30208 On Under
1 Structure No.
3312 0567 X Control No.
012 Lane Ind.
Milepoint
05670 Facility Carried
S.H. 6 Feature Intersected
SANDY CREEK Division
05 County
065 Location
5.7 MI NE OF TEX ST. LINE Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.01 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
2014 ADT Total
470 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
4 Road Width
40.01 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.01 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
434.003 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84 HS Inv. Rating Method
3 HS Inv. Method
35 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
752 Future ADT Year
2042 Bypass Detour
91.959997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30208 ODOT County
33 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
(3-100ft.) - 130ft. P/S CONC. BEAM SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.541 Latitude
34:27:50.44 Longitude
-99:39:49.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 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
30208 Vault Link
http://plansrv1/bridgemaintvault/b30208 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.46401111 Longitude DD
-99.66363056 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30406 x
-11094504.6045481 y
4091278.86159606 |
|||||||||||||||||||||||||||||||||||||
| 30014 | 5902 0184 X | 30014 | — | U.S. 64 | UNNAMED CREEK | -1 | 3-8ft.X7ft.X82ft. RCB | 2014 | 36.31897222 | -96.89178611 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30398 BRKEY
30014 NBI No.
30014 On Under
1 Structure No.
5902 0184 X Control No.
002 Lane Ind.
Milepoint
01840 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
08 County
117 Location
1.9 E NOBLE C/L Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00064 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
07 - Major Collector (Rural) Year Built
2014 ADT Total
1700 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
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
34.800001 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
30014 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X7ft.X82ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:19:08.3 Longitude
-96:53:30.43 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30014 Vault Link
http://plansrv1/bridgemaintvault/b30014 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.31897222 Longitude DD
-96.89178611 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30398 x
-10785944.291816 y
4344600.68767865 |
|||||||||||||||||||||||||||||||||||||
| 30013 | 2712 0600 X | 30013 | — | S.H. 11 | SAND CREEK | -1 | (2) 70ft. TYPE III, (1) 100ft. TYPE IV PCB | 2014 | 36.81117778 | -98.00089444 | 240.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30397 BRKEY
30013 NBI No.
30013 On Under
1 Structure No.
2712 0600 X Control No.
012 Lane Ind.
Milepoint
06000 Facility Carried
S.H. 11 Feature Intersected
SAND CREEK Division
04 County
053 Location
6.1 E OF ALFALFA C/L Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00011 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
2014 ADT Total
1100 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
240.499 Deck Width
42.165 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
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
36.000001 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
30013 ODOT County
27 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
(2) 70ft. TYPE III, (1) 100ft. TYPE IV PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6424 Latitude
36:48:40.24 Longitude
-98:00:03.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30013 Vault Link
http://plansrv1/bridgemaintvault/b30013 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.81117778 Longitude DD
-98.00089444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30397 x
-10909409.6663462 y
4412819.98400062 |
|||||||||||||||||||||||||||||||||||||
| 30207 | 2912 0334 X | 30207 | — | S.H. 5 | SANDY CREEK | -1 | 3-80ft. P/S CONC. BEAM SPANS | 2014 | 34.54916667 | -99.77138889 | 240 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Good (7) | 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 | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30387 BRKEY
30207 NBI No.
30207 On Under
1 Structure No.
2912 0334 X Control No.
012 Lane Ind.
Milepoint
03340 Facility Carried
S.H. 5 Feature Intersected
SANDY CREEK Division
05 County
057 Location
3.3 MI N JACKSON C/L Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
250 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
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240 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
8 Super Rating
8 Sub Rating
8 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
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
400 Future ADT Year
2042 Bypass Detour
0 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
30207 ODOT County
29 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
3-80ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9066 Latitude
34:32:57 Longitude
-99:46:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 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
30207 Vault Link
http://plansrv1/bridgemaintvault/b30207 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.54916667 Longitude DD
-99.77138889 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30387 x
-11106500.2069725 y
4102782.22691242 |
|||||||||||||||||||||||||||||||||||||
| 30202 | 4102 0089 X | 30202 | — | U.S. 62 | CREEK | 3-8 ft.X 8 ft to 17 ft BROKEN BACK R.C.BOX X 88 ft 5 in CLEAR RDWY. | 2017 | 35.492517 | -97.125417 | 28.1 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30382 BRKEY
30202 NBI No.
30202 On Under
1 Structure No.
4102 0089 X Control No.
002 Lane Ind.
Milepoint
00890 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
081 Location
0.9 MI. E OKLA C/L Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00062 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
07 - Major Collector (Rural) Year Built
2017 ADT Total
3900 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
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
28.1 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
109 HS Inv. Rating Method
3 HS Inv. Method
84.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5400 Future ADT Year
2042 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30202 ODOT County
41 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
3-8 ft.X 8 ft to 17 ft BROKEN BACK R.C.BOX X 88 ft 5 in CLEAR RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:29:33.06 Longitude
-97:07:31.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30202 Vault Link
http://plansrv1/bridgemaintvault/b30202 GIS FO/SD
Meets Standards H Inv. Method
57.4 Latitude DD
35.492517 Longitude DD
-97.125417 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30382 x
-10811951.9635244 y
4231015.30913005 |
|||||||||||||||||||||||||||||||||||||
| 30005 | 7606 0296 X | 30005 | — | U.S. 64 | UNNAMED CREEK | -1 | 3-10ft. X 7ft. X 213.28 LONG RCB, 45 DEG LT | 2013 | 36.7975 | -98.828056 | 30 | 149.501 | — | 3 | 0 | 2 | 147.5 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30371 BRKEY
30005 NBI No.
30005 On Under
1 Structure No.
7606 0296 X Control No.
006 Lane Ind.
Milepoint
02960 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
06 County
151 Location
3.1 E JCT S.H. 14 Sufficiency
95.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
2013 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
147.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
149.501 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
40.999998 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
nr Min Measured Clearance
nr NBI Rating
30005 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 213.28 LONG RCB, 45 DEG LT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:47:51 Longitude
-98:49:41 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30005 Vault Link
http://plansrv1/bridgemaintvault/b30005 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.7975 Longitude DD
-98.828056 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30371 x
-11001488.8700091 y
4410918.36026631 |