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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 28809 | 0312 1508 X | 28809 | — | S.H. 3 | MUDDY BOGGY CREEK | -1 | (3) 130ft. PC BEAM | 2009 | 34.27251944 | -95.91147222 | 392.5 | 46.201 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28956 BRKEY
28809 NBI No.
28809 On Under
1 Structure No.
0312 1508 X Control No.
012 Lane Ind.
Milepoint
15080 Facility Carried
S.H. 3 Feature Intersected
MUDDY BOGGY CREEK Division
02 County
005 Location
15.08 E JCT US-69 Sufficiency
81.2 Kind Hwy
3 Level Service
1 Route No.
00003 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
2009 ADT Total
2500 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
392.5 Deck Width
46.201 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
72.5 HS Inv. Rating Method
3 HS Inv. Method
37.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
91.999771 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
28809 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 130ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:16:21.07 Longitude
-95:54:41.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42 NBI Text
28809 Vault Link
http://plansrv1/bridgemaintvault/b28809 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
34.27251944 Longitude DD
-95.91147222 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28956 x
-10676816.2487636 y
4065453.69152687 |
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| 28808 | 6737 1804 X | 28808 | — | S.H. 56 | I-40 UNDER | -1 | 40ft.-(2-100ft. CONT.)-55ft. ROLLED BEAM PLATE GIRDER SPANS W/40ft. CLR.RDY., TR4 RAIL, 0 SKEW | 2007 | 35.38583611 | -96.45893889 | 297.999 | 42.001 | — | 4 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28955 BRKEY
28808 NBI No.
28808 On Under
1 Structure No.
6737 1804 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 56 Feature Intersected
I-40 UNDER Division
03 County
133 Location
JCT I-40/S.H. 56 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2007 ADT Total
950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
32.149 Underclearance Left
32.402 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
297.999 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.4 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2042 Bypass Detour
39.799898 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
28808 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
1 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-(2-100ft. CONT.)-55ft. ROLLED BEAM PLATE GIRDER SPANS W/40ft. CLR.RDY., TR4 RAIL, 0 SKEW Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.6467 Latitude
35:23:09.01 Longitude
-96:27:32.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 56 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
28808 Vault Link
http://plansrv1/bridgemaintvault/b28808 GIS FO/SD
Meets Standards H Inv. Method
20.7 Latitude DD
35.38583611 Longitude DD
-96.45893889 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28955 x
-10737759.9596943 y
4216439.13824149 |
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| 28621 | 1808 0356 X | 28621 | — | S.H. 66 | WHITE OAK CREEK | -1 | 3 X 10X10X 129 FT RCB | 2008 | 36.606475 | -95.28573333 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28946 BRKEY
28621 NBI No.
28621 On Under
1 Structure No.
1808 0356 X Control No.
008 Lane Ind.
Milepoint
03560 Facility Carried
S.H. 66 Feature Intersected
WHITE OAK CREEK Division
08 County
035 Location
3.5MI.N.E. OF ROGERS C/L Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
3000 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
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
29.999999 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
28621 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
3 X 10X10X 129 FT RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:36:23.31 Longitude
-95:17:08.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28621 Vault Link
http://plansrv1/bridgemaintvault/b28621 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.606475 Longitude DD
-95.28573333 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28946 x
-10607159.3141593 y
4384395.50873668 |
|||||||||||||||||||||||||||||||||||||
| 28620 | 2416 0777 X | 28620 | — | S.H. 15 | RED ROCK CREEK TRIB. | -1 | 50ft. -90ft. -50ft. PC BEAM SPAN SK 45 DEG. W/ TR-4 RAILS | 2009 | 36.51075278 | -97.58639444 | 195.623 | 42.201 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Good (7) | 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 | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28945 BRKEY
28620 NBI No.
28620 On Under
1 Structure No.
2416 0777 X Control No.
016 Lane Ind.
Milepoint
07770 Facility Carried
S.H. 15 Feature Intersected
RED ROCK CREEK TRIB. Division
04 County
047 Location
7.8MI N OF JCT. U.S. 64 Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
1000 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
195.623 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
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
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
53.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28620 ODOT County
24 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. -90ft. -50ft. PC BEAM SPAN SK 45 DEG. W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.1564 Latitude
36:30:38.71 Longitude
-97:35:11.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 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
28620 Vault Link
http://plansrv1/bridgemaintvault/b28620 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.51075278 Longitude DD
-97.58639444 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28945 x
-10863267.7374123 y
4371129.67766525 |
|||||||||||||||||||||||||||||||||||||
| 28619 | 5408 0398 X | 28619 | — | S.H. 27 | N. CANADIAN RIVER | -1 | 105ft.- 5-125ft. -105ft.-105ft. TYPE J PCB SPAN W/40ft. CL. RDY. | 2008 | 35.33350556 | -96.29956667 | 941.801 | 42.001 | — | 8 | 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) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28944 BRKEY
28619 NBI No.
28619 On Under
1 Structure No.
5408 0398 X Control No.
008 Lane Ind.
Milepoint
03980 Facility Carried
S.H. 27 Feature Intersected
N. CANADIAN RIVER Division
03 County
107 Location
4.2NW HUGHES C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00027 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
2008 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 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
941.801 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 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
28619 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft.- 5-125ft. -105ft.-105ft. TYPE J PCB SPAN W/40ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:20:00.62 Longitude
-96:17:58.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 27 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
28619 Vault Link
http://plansrv1/bridgemaintvault/b28619 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.33350556 Longitude DD
-96.29956667 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28944 x
-10720018.7253173 y
4209296.08713623 |
|||||||||||||||||||||||||||||||||||||
| 28618 | 5567 0576WX | 28618 | — | U.S. 77 SB | MEMORIAL RD. UNDER | 5567 0576 X | 2- 90ft. P.C. BEAM SPANS SK. 59 DEG.47ft.36ft. | 1972 | 35.608917 | -97.497444 | 184.823 | 62.53 | — | 2 | 31 | 2 | 59.98 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.2 | Critical (2) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 29400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28943 BRKEY
28618 NBI No.
28618 On Under
1 Structure No.
5567 0576WX Control No.
067 Lane Ind.
W Milepoint
05760 Facility Carried
U.S. 77 SB Feature Intersected
MEMORIAL RD. UNDER Division
04 County
109 Location
5.8 MI N I-44 Sufficiency
38.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
59.98 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
29400 ADT Year
2022 Design Load
HS 20 Skew
31 No. Main Spans
2 Road Width
59.98 Ref. Underclearance Rt.
H Underclearance Right
7.979 Underclearance Left
2.1 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
59.98 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
184.823 Deck Width
62.53 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
2 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
0 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
47040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1803 Min Measured Clearance
1706 NBI Rating
28618 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.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 90ft. P.C. BEAM SPANS SK. 59 DEG.47ft.36ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5567 0576 X H Index
96.3848 Latitude
35:36:32.1 Longitude
-97:29:50.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 77 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28618 Vault Link
http://plansrv1/bridgemaintvault/b28618 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.608917 Longitude DD
-97.497444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28943 x
-10853365.8197257 y
4246941.53152578 |
|||||||||||||||||||||||||||||||||||||
| 28528 | 0314 0573 X | 28528 | — | S.H. 7 | DRY BOGGY CREEK | -1 | (4) 100ft. PC BEAM | 2008 | 34.371672 | -96.313694 | 402.001 | 46.201 | — | 4 | 0 | 2 | 44.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28938 BRKEY
28528 NBI No.
28528 On Under
1 Structure No.
0314 0573 X Control No.
014 Lane Ind.
Milepoint
05730 Facility Carried
S.H. 7 Feature Intersected
DRY BOGGY CREEK Division
02 County
005 Location
5.73 E JOHNSTON C/L Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
48.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
402.001 Deck Width
46.201 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
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
109 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
2 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
28528 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(4) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.15 Latitude
34:22:18.02 Longitude
-96:18:49.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49 NBI Text
28528 Vault Link
http://plansrv1/bridgemaintvault/b28528 GIS FO/SD
Meets Standards H Inv. Method
32.7 Latitude DD
34.371672 Longitude DD
-96.313694 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28938 x
-10721591.3724992 y
4078818.34855598 |
|||||||||||||||||||||||||||||||||||||
| 28527 | 0314 0525 X | 28527 | — | S.H. 7 | CLEAR BOGGY CREEK | -1 | (5) 120ft. PC BEAM | 2008 | 34.369417 | -96.321622 | 601.699 | 46.201 | — | 5 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Very good (8) | Good (7) | 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
28937 BRKEY
28527 NBI No.
28527 On Under
1 Structure No.
0314 0525 X Control No.
014 Lane Ind.
Milepoint
05250 Facility Carried
S.H. 7 Feature Intersected
CLEAR BOGGY CREEK Division
02 County
005 Location
5.25 E JOHNSTON C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 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
601.699 Deck Width
46.201 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
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
111.5 HS Inv. Rating Method
1 HS Inv. Method
55.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
2 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
28527 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(5) 120ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9591 Latitude
34:22:09.9 Longitude
-96:19:17.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
47 NBI Text
28527 Vault Link
http://plansrv1/bridgemaintvault/b28527 GIS FO/SD
Meets Standards H Inv. Method
34.5 Latitude DD
34.369417 Longitude DD
-96.321622 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28937 x
-10722473.9134222 y
4078514.22414953 |
|||||||||||||||||||||||||||||||||||||
| 28804 | 1004 0721 X | 28804 | — | S.H. 199 | SAND BRANCH CREEK | -1 | 50ft.-60ft.50ft. PC BEAM SPANS W/ 82ft. CLR.RDY. W/ TR4 RAIL | 2011 | 34.18694444 | -97.03055556 | 160.499 | 82.001 | — | 3 | 0 | 4 | 82.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.3 | 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 | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28933 BRKEY
28804 NBI No.
28804 On Under
1 Structure No.
1004 0721 X Control No.
004 Lane Ind.
Milepoint
07210 Facility Carried
S.H. 199 Feature Intersected
SAND BRANCH CREEK Division
07 County
019 Location
7.2E OF U.S. 77/S.H. 199 Sufficiency
84.3 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.001 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
2011 ADT Total
6000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.499 Deck Width
82.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69 HS Inv. Rating Method
3 HS Inv. Method
48 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
60.299999 School Bus Rte.
0 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
28804 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
8.999 Rt. Curb SW
8.999 Description
50ft.-60ft.50ft. PC BEAM SPANS W/ 82ft. CLR.RDY. W/ TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.1415 Latitude
34:11:13 Longitude
-97:01:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 199 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14 NBI Text
28804 Vault Link
http://plansrv1/bridgemaintvault/b28804 GIS FO/SD
Meets Standards H Inv. Method
47 Latitude DD
34.18694444 Longitude DD
-97.03055556 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28933 x
-10801392.0363276 y
4053931.80433453 |
|||||||||||||||||||||||||||||||||||||
| 28803 | 3616 1541 X | 28803 | — | U.S. 177 | CREEK | -1 | <NEW STRUCTURE UNIT> | 2009 | 36.90548611 | -97.31578611 | 100.502 | 42.169 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | 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 | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28932 BRKEY
28803 NBI No.
28803 On Under
1 Structure No.
3616 1541 X Control No.
016 Lane Ind.
Milepoint
15410 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
6.7N OF JCT U.S. 177/SH11 Sufficiency
94.3 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.011 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.502 Deck Width
42.169 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
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
11.8 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
28803 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
<NEW STRUCTURE UNIT> Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.1938 Latitude
36:54:19.75 Longitude
-97:18:56.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28803 Vault Link
http://plansrv1/bridgemaintvault/b28803 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.90548611 Longitude DD
-97.31578611 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28932 x
-10833143.7559123 y
4425940.94506243 |
|||||||||||||||||||||||||||||||||||||
| 28802 | 3616 1178 X | 28802 | — | U.S. 177 | DRY CREEK O'FLOW | -1 | 50ft. PC BEAM SPAN W/ TR-4 RAILS | 2010 | 36.8592 | -97.29095833 | 51.503 | 42.333 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28931 BRKEY
28802 NBI No.
28802 On Under
1 Structure No.
3616 1178 X Control No.
016 Lane Ind.
Milepoint
11780 Facility Carried
U.S. 177 Feature Intersected
DRY CREEK O'FLOW Division
04 County
071 Location
3.3N OF JCT U.S. 177/SH11 Sufficiency
96.6 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
1500 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
51.503 Deck Width
42.333 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
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
11.8 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
28802 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. PC BEAM SPAN W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.0625 Latitude
36:51:33.12 Longitude
-97:17:27.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28802 Vault Link
http://plansrv1/bridgemaintvault/b28802 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.8592 Longitude DD
-97.29095833 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28931 x
-10830379.9400852 y
4419499.2123703 |
|||||||||||||||||||||||||||||||||||||
| 28716 | 5204R1096 X | 28716 | — | U.S. 64 | SPRING CREEK | RCB | 1901 | 35.31666667 | -95.55972222 | 0 | -1 | — | 1 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2010 | 5 | Unmatched | |
|
Raw data
OBJECTID
28928 BRKEY
28716 NBI No.
28716 On Under
1 Structure No.
5204R1096 X Control No.
004 Lane Ind.
Milepoint
10960 Facility Carried
U.S. 64 Feature Intersected
SPRING CREEK Division
04 County
103 Location
_ Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2010 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
0 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2030 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28716 ODOT County
52 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
RCB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28716 Vault Link
http://plansrv1/bridgemaintvault/b28716 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28928 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 28715 | 5204 0759 X | 28715 | — | U.S. 64 | MULE CREEK | -1 | (3) - 10ft. X 10ft. X 205ft. RCB | 2014 | 36.28984444 | -97.14893056 | 46.001 | 0 | — | 3 | 45 | 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 | 06 - Minor Arterial (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28927 BRKEY
28715 NBI No.
28715 On Under
1 Structure No.
5204 0759 X Control No.
004 Lane Ind.
Milepoint
07590 Facility Carried
U.S. 64 Feature Intersected
MULE CREEK Division
04 County
103 Location
7.8 MI E JCT U.S. 77 Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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
14 Appr. Roadway Width
40 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
37.299999 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
28715 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) - 10ft. X 10ft. X 205ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:17:23.44 Longitude
-97:08:56.15 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
NBI Text
28715 Vault Link
http://plansrv1/bridgemaintvault/b28715 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
36.28984444 Longitude DD
-97.14893056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28927 x
-10814569.4810503 y
4340577.16218585 |
|||||||||||||||||||||||||||||||||||||
| 28714 | 5204 0493 X | 28714 | — | U.S. 64 | WILLOW CREEK | -1 | (3) 8ft. X 7ft. X 84ft. RCB W/ 6ft. CURTAIN WALLS | 2013 | 36.29 | -97.198056 | 25.659 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28926 BRKEY
28714 NBI No.
28714 On Under
1 Structure No.
5204 0493 X Control No.
004 Lane Ind.
Milepoint
04930 Facility Carried
U.S. 64 Feature Intersected
WILLOW CREEK Division
04 County
103 Location
5.1 MI E JCT US 77 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00064 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
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
3300 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
Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.659 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
149.9 HS Inv. Rating Method
3 HS Inv. Method
115.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
17.000001 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
28714 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 7ft. X 84ft. RCB W/ 6ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7442 Latitude
36:17:24 Longitude
-97:11:53 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
NBI Text
28714 Vault Link
http://plansrv1/bridgemaintvault/b28714 GIS FO/SD
Meets Standards H Inv. Method
80.1 Latitude DD
36.29 Longitude DD
-97.198056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28926 x
-10820038.1000161 y
4340598.6462602 |
|||||||||||||||||||||||||||||||||||||
| 28713 | 5204 0363 X | 28713 | — | U.S. 64 | ELM CREEK | -1 | 3- 8ft. X 7ft. RCB W/ 6ft. CURTAIN WALLS | 2012 | 36.28971111 | -97.22039444 | 25.997 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | 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 | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28925 BRKEY
28713 NBI No.
28713 On Under
1 Structure No.
5204 0363 X Control No.
004 Lane Ind.
Milepoint
03630 Facility Carried
U.S. 64 Feature Intersected
ELM CREEK Division
04 County
103 Location
3.8 MILES E. JCT U.S. 77 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
87.999 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
2012 ADT Total
3300 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
1 No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25.997 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
3.4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28713 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 8ft. X 7ft. RCB W/ 6ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:17:22.96 Longitude
-97:13:13.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28713 Vault Link
http://plansrv1/bridgemaintvault/b28713 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.28971111 Longitude DD
-97.22039444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28925 x
-10822524.803782 y
4340558.74828556 |
|||||||||||||||||||||||||||||||||||||
| 28617 | 5567 0457WX | 28617 | — | U.S. 77 SB | 122ND ST. UNDER | 5567 0457 X | 100ft. P.C. BEAM SPAN SK 60 DEG.14ft. 54in. | 1972 | 35.594433 | -97.507989 | 101.001 | 86.152 | — | 1 | 30 | 5 | 83.15 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 29400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28924 BRKEY
28617 NBI No.
28617 On Under
1 Structure No.
5567 0457WX Control No.
067 Lane Ind.
W Milepoint
04570 Facility Carried
U.S. 77 SB Feature Intersected
122ND ST. UNDER Division
04 County
109 Location
4.6 MI N I-44 Sufficiency
99.8 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
83.15 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
29400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
83.15 Ref. Underclearance Rt.
H Underclearance Right
9.8 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.001 Deck Width
86.152 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
47040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
28617 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.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P.C. BEAM SPAN SK 60 DEG.14ft. 54in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5567 0457 X H Index
97.0641 Latitude
35:35:39.96 Longitude
-97:30:28.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 77 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28617 Vault Link
http://plansrv1/bridgemaintvault/b28617 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.594433 Longitude DD
-97.507989 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28924 x
-10854539.6837561 y
4244958.52359124 |
|||||||||||||||||||||||||||||||||||||
| 28616 | 5567 0348WX | 28616 | — | U.S. 77 SB | 108TH ST. (HEFNER) UNDER | 5567 0348 X | 101.7ft.,89.5ft.,101.7ft. TYPE IV P.C. BEAM SPANS | 2000 | 35.579692 | -97.514147 | 293.629 | 62.53 | — | 3 | 0 | 3 | 59.528 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 40850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28923 BRKEY
28616 NBI No.
28616 On Under
1 Structure No.
5567 0348WX Control No.
067 Lane Ind.
W Milepoint
03480 Facility Carried
U.S. 77 SB Feature Intersected
108TH ST. (HEFNER) UNDER Division
04 County
109 Location
3.5 MI N I-44 Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
59.528 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
40850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
59.528 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
59.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
293.629 Deck Width
62.53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
65360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1804 Min Measured Clearance
1709 NBI Rating
28616 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
101.7ft.,89.5ft.,101.7ft. TYPE IV P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5567 0348 X H Index
94.1686 Latitude
35:34:46.89 Longitude
-97:30:50.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 77 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28616 Vault Link
http://plansrv1/bridgemaintvault/b28616 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.579692 Longitude DD
-97.514147 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28923 x
-10855225.1891804 y
4242940.69811218 |
|||||||||||||||||||||||||||||||||||||
| 28818 | 0319 0191 X | 28818 | — | S.H. 131 | CREEK | 0319 0191 X | 16ft.4in. - 14ft.2in. CONCRETE SLAB | 1966 | 34.63491111 | -96.06671389 | 30.499 | 23.999 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 840 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28913 BRKEY
28818 NBI No.
28818 On Under
1 Structure No.
0319 0191 X Control No.
019 Lane Ind.
Milepoint
01910 Facility Carried
S.H. 131 Feature Intersected
CREEK Division
02 County
005 Location
1.91 NE COAL C/L Sufficiency
79.8 Kind Hwy
3 Level Service
1 Route No.
00131 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1966 ADT Total
840 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
30.499 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.8 HS Inv. Rating Method
1 HS Inv. Method
40.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1344 Future ADT Year
2042 Bypass Detour
39.146385 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
28818 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
9 DK Surf. Type
6 Lft. Curb SW
1.083 Rt. Curb SW
1.083 Description
16ft.4in. - 14ft.2in. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0319 0191 X H Index
81.1068 Latitude
34:38:05.68 Longitude
-96:04:00.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 131 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
81 NBI Text
28818 Vault Link
http://plansrv1/bridgemaintvault/b28818 GIS FO/SD
Meets Standards H Inv. Method
24.2 Latitude DD
34.63491111 Longitude DD
-96.06671389 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28913 x
-10694097.6724179 y
4114377.04249484 |
|||||||||||||||||||||||||||||||||||||
| 28817 | 1444 0603 X | 28817 | — | U.S. 77 (TECUMSEH | ROCK CREEK EAST | -1 | 100ft. TYPE IV P.C. BM SPAN W/ 52ft. CLEAR RDWY. 6ft. SIDEWALKS AND CONC. PARAPET SKEWED 30 LEFT FORWARD | 2009 | 35.26193611 | -97.43641389 | 102.7 | 52.001 | — | 1 | 30 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28912 BRKEY
28817 NBI No.
28817 On Under
1 Structure No.
1444 0603 X Control No.
044 Lane Ind.
Milepoint
06030 Facility Carried
U.S. 77 (TECUMSEH Feature Intersected
ROCK CREEK EAST Division
03 County
027 Location
5.5N & .8W OF JCT S.H. 9 Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2009 ADT Total
10500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.7 Deck Width
52.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
94 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16800 Future ADT Year
2042 Bypass Detour
4 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
28817 ODOT County
14 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
6.001 Rt. Curb SW
6.001 Description
100ft. TYPE IV P.C. BM SPAN W/ 52ft. CLEAR RDWY. 6ft. SIDEWALKS AND CONC. PARAPET SKEWED 30 LEFT FORWARD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.3902 Latitude
35:15:42.97 Longitude
-97:26:11.09 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
28817 Vault Link
http://plansrv1/bridgemaintvault/b28817 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.26193611 Longitude DD
-97.43641389 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28912 x
-10846571.9789574 y
4199534.43483166 |
|||||||||||||||||||||||||||||||||||||
| 28816 | 1444 0701 X | 28816 | — | U.S. 77 (TECUMSEH | ROCK CREEK | -1 | 100ft. TYPE IV P.C. BEAM SPANS W/ 52ft. CLR. RDWY W/ 6ft. SIDEWALKS AND PARAPET 30 DEG. LEFT FORWARD SKEW | 2009 | 35.26197778 | -97.45301111 | 102.7 | 52.001 | — | 1 | 30 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28911 BRKEY
28816 NBI No.
28816 On Under
1 Structure No.
1444 0701 X Control No.
044 Lane Ind.
Milepoint
07010 Facility Carried
U.S. 77 (TECUMSEH Feature Intersected
ROCK CREEK Division
03 County
027 Location
5.5N.& .1.6W OF S.H. 9 Sufficiency
76.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2009 ADT Total
10500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.7 Deck Width
52.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
94 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16800 Future ADT Year
2042 Bypass Detour
4.6 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
28816 ODOT County
14 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
6.001 Rt. Curb SW
6.001 Description
100ft. TYPE IV P.C. BEAM SPANS W/ 52ft. CLR. RDWY W/ 6ft. SIDEWALKS AND PARAPET 30 DEG. LEFT FORWARD SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8481 Latitude
35:15:43.12 Longitude
-97:27:10.84 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
28816 Vault Link
http://plansrv1/bridgemaintvault/b28816 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.26197778 Longitude DD
-97.45301111 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28911 x
-10848419.5730364 y
4199540.11586453 |
|||||||||||||||||||||||||||||||||||||
| 28815 | 1120 0354 X | 28815 | — | S.H. 82 | TERRAPIN CREEK | -1 | 3-90ft. PCBEAM SPANS W/ 40ft. CLR.RDY. | 2010 | 35.67644444 | -94.92721944 | 271.67 | 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) | 100 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28910 BRKEY
28815 NBI No.
28815 On Under
1 Structure No.
1120 0354 X Control No.
020 Lane Ind.
Milepoint
03540 Facility Carried
S.H. 82 Feature Intersected
TERRAPIN CREEK Division
01 County
021 Location
2.7S OF COOKSON Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00082 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
2010 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
271.67 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.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 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
2880 Future ADT Year
2042 Bypass Detour
0.349999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28815 ODOT County
11 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
3-90ft. PCBEAM SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:40:35.2 Longitude
-94:55:37.99 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
00 NBI Text
28815 Vault Link
http://plansrv1/bridgemaintvault/b28815 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.67644444 Longitude DD
-94.92721944 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28910 x
-10567249.7304821 y
4256191.47281021 |
|||||||||||||||||||||||||||||||||||||
| 28814 | 6817 1937 X | 28814 | — | S.H. 101 | CREEK | -1 | (2) 12ft. X 5ft. X 58ft. LONG RCB | 2010 | 35.56583333 | -94.51916667 | 27 | 56 | — | 2 | 0 | 2 | 54 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28909 BRKEY
28814 NBI No.
28814 On Under
1 Structure No.
6817 1937 X Control No.
017 Lane Ind.
Milepoint
19370 Facility Carried
S.H. 101 Feature Intersected
CREEK Division
01 County
135 Location
19.37 E JCT US-59 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
380 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
54 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22 Span Type Main
M Material
1 - Concrete Design
19 Length
27 Deck Width
56 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
608 Future ADT Year
2042 Bypass Detour
17 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28814 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 12ft. X 5ft. X 58ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:33:57 Longitude
-94:31:09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-1937 NBI Text
28814 Vault Link
http://plansrv1/bridgemaintvault/b28814 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.56583333 Longitude DD
-94.51916667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28909 x
-10521825.5039089 y
4241043.98928292 |
|||||||||||||||||||||||||||||||||||||
| 28712 | 5204 0311 X | 28712 | — | U.S. 64 | ELM CREEK | -1 | 3- 10ft. X 9ft. RCB W/ 6ft. CURTAIN WALLS | 2012 | 36.28944444 | -97.22972222 | 31.667 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | 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 | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28908 BRKEY
28712 NBI No.
28712 On Under
1 Structure No.
5204 0311 X Control No.
004 Lane Ind.
Milepoint
03110 Facility Carried
U.S. 64 Feature Intersected
ELM CREEK Division
04 County
103 Location
3.3 E. JCT U.S. 77 Sufficiency
99.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
96.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2012 ADT Total
3300 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
1 No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
31.667 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
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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28712 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 10ft. X 9ft. RCB W/ 6ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:17:22 Longitude
-97:13:47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28712 Vault Link
http://plansrv1/bridgemaintvault/b28712 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.28944444 Longitude DD
-97.22972222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28908 x
-10823563.1675018 y
4340521.9191983 |
|||||||||||||||||||||||||||||||||||||
| 28709 | 6206 0210 X | 28709 | — | S.H. 1 | BLUE RIVER | -1 | 3-16ft. X 15ft. R.C. BOX CULVERT 112ft. LONG | 2008 | 34.63923333 | -96.81124722 | 50 | 42.001 | — | 3 | 10 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28905 BRKEY
28709 NBI No.
28709 On Under
1 Structure No.
6206 0210 X Control No.
006 Lane Ind.
Milepoint
02100 Facility Carried
S.H. 1 Feature Intersected
BLUE RIVER Division
03 County
123 Location
2.1N OF ROFF Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 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
07 - Major Collector (Rural) Year Built
2008 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
50 Deck Width
42.001 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
3200 Future ADT Year
2042 Bypass Detour
40.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28709 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
3-16ft. X 15ft. R.C. BOX CULVERT 112ft. LONG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:38:21.24 Longitude
-96:48:40.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28709 Vault Link
http://plansrv1/bridgemaintvault/b28709 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.63923333 Longitude DD
-96.81124722 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28905 x
-10776978.7435921 y
4114961.83294831 |
|||||||||||||||||||||||||||||||||||||
| 28708 | 6134T0060 X | 28708 | — | IND. NATION TP | DANCING RABBIT CREEK | -1 | 12ft.-14ft.-12ft. X 12ft. X 298ft. RCB | 2006 | 34.865756 | -95.815714 | 40.499 | 300 | — | 3 | 0 | 6 | 297.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28904 BRKEY
28708 NBI No.
28708 On Under
1 Structure No.
6134T0060 X Control No.
034 Lane Ind.
Milepoint
00600 Facility Carried
IND. NATION TP Feature Intersected
DANCING RABBIT CREEK Division
02 County
121 Location
40.83 M S. JCT I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2006 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
297.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
30 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40.499 Deck Width
300 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.2 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28708 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
12ft.-14ft.-12ft. X 12ft. X 298ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:51:56.72 Longitude
-95:48:56.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.83 NBI Text
28708 Vault Link
http://plansrv1/bridgemaintvault/b28708 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.865756 Longitude DD
-95.815714 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28904 x
-10666156.4924739 y
4145652.85247427 |
|||||||||||||||||||||||||||||||||||||
| 28707 | 5507 0585 X | 28707 | — | I-44 & STREETS | DEEP FORK CREEK | -1 | 2-15ft. X 12ft. X 977ft. RCB W/ 27ft.W X 13ft.H X 3734ft.L CGMP ARCH CULVERT | 1978 | 35.5233 | -97.54168056 | 30 | 0 | — | 2 | 99 | 19 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 93600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28903 BRKEY
28707 NBI No.
28707 On Under
1 Structure No.
5507 0585 X Control No.
007 Lane Ind.
Milepoint
05850 Facility Carried
I-44 & STREETS Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
100' N OF I-44 & S.H. 3A Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1978 ADT Total
93600 ADT Year
2022 Design Load
H 20 Skew
99 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
19 Fill RCB
6 Appr. Roadway Width
92.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
149760 Future ADT Year
2042 Bypass Detour
3.99999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28707 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-15ft. X 12ft. X 977ft. RCB W/ 27ft.W X 13ft.H X 3734ft.L CGMP ARCH CULVERT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
60.6074 Latitude
35:31:23.88 Longitude
-97:32:30.05 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 & CITY STREETS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28707 Vault Link
http://plansrv1/bridgemaintvault/b28707 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.5233 Longitude DD
-97.54168056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28903 x
-10858290.2110593 y
4235224.89037332 |
|||||||||||||||||||||||||||||||||||||
| 28610 | 1801T1059 X | 28610 | — | PEDESTRIAN/BUSINES | WILL ROGERS TP I-44 UND | -1 | MCDONALDS RESTURANT | 1957 | 36.62304167 | -95.14794444 | 110 | 72.001 | — | 1 | 0 | 4 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28900 BRKEY
28610 NBI No.
28610 On Under
2 Structure No.
1801T1059 X Control No.
001 Lane Ind.
Milepoint
10590 Facility Carried
PEDESTRIAN/BUSINES Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
1 SW VINITA INTERCHANGE Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
9 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19700 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
02 Length
110 Deck Width
72.001 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
5 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
31520 Future ADT Year
2042 Bypass Detour
99.989998 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1700 Min Measured Clearance
1611 NBI Rating
28610 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
MCDONALDS RESTURANT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
36:37:22.95 Longitude
-95:08:52.6 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
WILL ROGERS TP (I-44) UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
47.38 NBI Text
28610 Vault Link
http://plansrv1/bridgemaintvault/b28610 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.62304167 Longitude DD
-95.14794444 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28900 x
-10591820.7250875 y
4386693.09972875 |
|||||||||||||||||||||||||||||||||||||
| 28609 | 0312 1980 X | 28609 | — | S.H. 3 | COLD SPRINGS CREEK | -1 | 3-85ft. P.C. BM. SPANS 44.0ft. CL. RDY. W/ TR4 RAIL SKEWED 45 DEGREES | 2014 | 34.25909444 | -95.83352778 | 260 | 46.165 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | 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) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28899 BRKEY
28609 NBI No.
28609 On Under
1 Structure No.
0312 1980 X Control No.
012 Lane Ind.
Milepoint
19800 Facility Carried
S.H. 3 Feature Intersected
COLD SPRINGS CREEK Division
02 County
005 Location
19.7MI. E OF JCT. U.S.69 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00003 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
2014 ADT Total
2400 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
260 Deck Width
46.165 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72.5 HS Inv. Rating Method
3 HS Inv. Method
54.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
114.999996 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
28609 ODOT County
03 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
3-85ft. P.C. BM. SPANS 44.0ft. CL. RDY. W/ TR4 RAIL SKEWED 45 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:15:32.74 Longitude
-95:50:00.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44 NBI Text
28609 Vault Link
http://plansrv1/bridgemaintvault/b28609 GIS FO/SD
Meets Standards H Inv. Method
54.5 Latitude DD
34.25909444 Longitude DD
-95.83352778 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28899 x
-10668139.5133926 y
4063645.36399188 |
|||||||||||||||||||||||||||||||||||||
| 28608 | 0312 1848 X | 28608 | — | S.H. 3 | SANDY CREEK | -1 | 55-95ft.-55in. P.C. BM. SPANS 44.0ft. CL. RDY. W/ TR4 RAIL SKEWED 30 DEGREES | 2014 | 34.26179722 | -95.85621389 | 212.881 | 46.165 | — | 3 | 0 | 2 | 43.901 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | 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 | 02 - Principal Arterial Other (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28898 BRKEY
28608 NBI No.
28608 On Under
1 Structure No.
0312 1848 X Control No.
012 Lane Ind.
Milepoint
18480 Facility Carried
S.H. 3 Feature Intersected
SANDY CREEK Division
02 County
005 Location
18.4 MI. E OF JCT. U.S.69 Sufficiency
78.7 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
2014 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.901 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
212.881 Deck Width
46.165 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
5 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73.7 HS Inv. Rating Method
3 HS Inv. Method
32.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
114.999996 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
28608 ODOT County
03 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
55-95ft.-55in. P.C. BM. SPANS 44.0ft. CL. RDY. W/ TR4 RAIL SKEWED 30 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:15:42.47 Longitude
-95:51:22.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
43 NBI Text
28608 Vault Link
http://plansrv1/bridgemaintvault/b28608 GIS FO/SD
Meets Standards H Inv. Method
32.8 Latitude DD
34.26179722 Longitude DD
-95.85621389 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28898 x
-10670664.9196059 y
4064009.40123233 |
|||||||||||||||||||||||||||||||||||||
| 28607 | 3816 1285 X | 28607 | — | S.H. 9 | STINKING CREEK | -1 | 85ft.-100ft.-85ft. P/S CONC. BEAM SPANS | 2008 | 35.09456667 | -98.64717222 | 270 | 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) | 97.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28897 BRKEY
28607 NBI No.
28607 On Under
1 Structure No.
3816 1285 X Control No.
016 Lane Ind.
Milepoint
12850 Facility Carried
S.H. 9 Feature Intersected
STINKING CREEK Division
05 County
075 Location
5.5 MI E S.H. 115 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2008 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
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 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
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
15 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28607 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.-100ft.-85ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.1081 Latitude
35:05:40.44 Longitude
-98:38:49.82 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
28607 Vault Link
http://plansrv1/bridgemaintvault/b28607 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.09456667 Longitude DD
-98.64717222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28897 x
-10981352.9797268 y
4176739.81438511 |
|||||||||||||||||||||||||||||||||||||
| 28516 | 1649 1240WX | 28516 | — | I-44 | MEDICINE BLUFF CREEK | -1 | 60ft.- 90ft.- 60ft. P.C. BM SPANS, 41ft. CLR RDY, W/F-SHAPED PARAPET | 2008 | 34.67371389 | -98.38322222 | 210 | 43.999 | — | 3 | 10 | 2 | 41.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 12400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28892 BRKEY
28516 NBI No.
28516 On Under
1 Structure No.
1649 1240WX Control No.
049 Lane Ind.
W Milepoint
12400 Facility Carried
I-44 Feature Intersected
MEDICINE BLUFF CREEK Division
07 County
031 Location
12.4 MILES N. OF SH-36 Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.031 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
2008 ADT Total
12400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
19840 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
28516 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.- 90ft.- 60ft. P.C. BM SPANS, 41ft. CLR RDY, W/F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6757 Latitude
34:40:25.37 Longitude
-98:22:59.6 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
143 NBI Text
28516 Vault Link
http://plansrv1/bridgemaintvault/b28516 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.67371389 Longitude DD
-98.38322222 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28892 x
-10951970.2001319 y
4119628.09748706 |
|||||||||||||||||||||||||||||||||||||
| 28801 | 3616 1146 X | 28801 | — | U.S. 177 | DRY CREEK | -1 | (2) -100ft. P.C. BEAM SPANS, TR-4 RAILS, INTEGRAL ABUTS. | 2009 | 36.85429167 | -97.2909 | 200.502 | 42.169 | — | 2 | 0 | 2 | 40.01 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28891 BRKEY
28801 NBI No.
28801 On Under
1 Structure No.
3616 1146 X Control No.
016 Lane Ind.
Milepoint
11460 Facility Carried
U.S. 177 Feature Intersected
DRY CREEK Division
04 County
071 Location
3N OF JCT U.S. 177/S.H.11 Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.01 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
2009 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.502 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
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
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
11.8 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
28801 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) -100ft. P.C. BEAM SPANS, TR-4 RAILS, INTEGRAL ABUTS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2785 Latitude
36:51:15.45 Longitude
-97:17:27.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28801 Vault Link
http://plansrv1/bridgemaintvault/b28801 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.85429167 Longitude DD
-97.2909 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28891 x
-10830373.4468193 y
4418816.33891787 |
|||||||||||||||||||||||||||||||||||||
| 28799 | 5423 0084 X | 28799 | — | S.H. 99A | CREEK | -1 | 2X10ft. X 7ft. X 68ft. R.C.B. W/ 80 DEG. LF SKEW | 2009 | 35.34815556 | -96.42821389 | 22.999 | 23.999 | — | 2 | 80 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28889 BRKEY
28799 NBI No.
28799 On Under
1 Structure No.
5423 0084 X Control No.
023 Lane Ind.
Milepoint
00840 Facility Carried
S.H. 99A Feature Intersected
CREEK Division
03 County
107 Location
0.8E OF SEMINOLE C/L Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
80 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
240 Future ADT Year
2042 Bypass Detour
6.199985 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
28799 ODOT County
54 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
2X10ft. X 7ft. X 68ft. R.C.B. W/ 80 DEG. LF SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
94.9045 Latitude
35:20:53.36 Longitude
-96:25:41.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28799 Vault Link
http://plansrv1/bridgemaintvault/b28799 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.34815556 Longitude DD
-96.42821389 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28889 x
-10734339.6683397 y
4211295.32631416 |
|||||||||||||||||||||||||||||||||||||
| 28797 | 6718 2189 X | 28797 | — | S.H. 56 | CREEK | -1 | 3X10ft. X 12ft. X 86ft. RCB | 2009 | 35.11453056 | -96.49411389 | 32.001 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28887 BRKEY
28797 NBI No.
28797 On Under
1 Structure No.
6718 2189 X Control No.
018 Lane Ind.
Milepoint
21890 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
133 Location
1.0 MI. S. OF U.S. 270 Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
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
04 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 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
6 Culv. Rating
8 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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
1.899995 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28797 ODOT County
67 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
3X10ft. X 12ft. X 86ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:06:52.31 Longitude
-96:29:38.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28797 Vault Link
http://plansrv1/bridgemaintvault/b28797 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.11453056 Longitude DD
-96.49411389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28887 x
-10741675.6227829 y
4179456.30264541 |
|||||||||||||||||||||||||||||||||||||
| 28704 | 3230 0447 X | 28704 | — | S.H. 48 | BIG WEWOKA CREEK O'FLOW | -1 | 2-100 ft. TYPE IV PCB SPANS W/ 40ft. CLR.RDY. AND TR-4 CONCRETE TRAFFIC RAIL | 2009 | 35.16025556 | -96.40051667 | 202.5 | 40 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28883 BRKEY
28704 NBI No.
28704 On Under
1 Structure No.
3230 0447 X Control No.
030 Lane Ind.
Milepoint
04470 Facility Carried
S.H. 48 Feature Intersected
BIG WEWOKA CREEK O'FLOW Division
03 County
063 Location
3.8N JCT U.S. 270 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
800 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
202.5 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
6.199985 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28704 ODOT County
32 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
2-100 ft. TYPE IV PCB SPANS W/ 40ft. CLR.RDY. AND TR-4 CONCRETE TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3764 Latitude
35:09:36.92 Longitude
-96:24:01.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28704 Vault Link
http://plansrv1/bridgemaintvault/b28704 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.16025556 Longitude DD
-96.40051667 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28883 x
-10731256.4279129 y
4185680.6167776 |
|||||||||||||||||||||||||||||||||||||
| 28703 | 3230 0431 X | 28703 | — | S.H. 48 | BIG WEWOKA CREEK | -1 | 3- 100 ft. TYPE IV PCB SPANS W/ 40ft. CLR.RDY. AND TR-4 CONCRETE TRAFFIC RAIL | 2009 | 35.15803889 | -96.3995 | 302.5 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28882 BRKEY
28703 NBI No.
28703 On Under
1 Structure No.
3230 0431 X Control No.
030 Lane Ind.
Milepoint
04310 Facility Carried
S.H. 48 Feature Intersected
BIG WEWOKA CREEK Division
03 County
063 Location
3.6N JCT U.S. 270 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00048 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
2009 ADT Total
800 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
302.5 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
6.2 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
28703 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 100 ft. TYPE IV PCB SPANS W/ 40ft. CLR.RDY. AND TR-4 CONCRETE TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.4214 Latitude
35:09:28.94 Longitude
-96:23:58.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28703 Vault Link
http://plansrv1/bridgemaintvault/b28703 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.15803889 Longitude DD
-96.3995 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28882 x
-10731143.2527262 y
4185378.79198819 |
|||||||||||||||||||||||||||||||||||||
| 28606 | 3816 0772 X | 28606 | — | S.H. 9 | RAINY MOUNTAIN CREEK | -1 | 80ft.-80ft.-100ft.-100ft. P/S CONC. BEAM SPANS; SK. 30 DEG. R.F. | 2008 | 35.09511111 | -98.73757222 | 363.999 | 42.001 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28880 BRKEY
28606 NBI No.
28606 On Under
1 Structure No.
3816 0772 X Control No.
016 Lane Ind.
Milepoint
07720 Facility Carried
S.H. 9 Feature Intersected
RAINY MOUNTAIN CREEK Division
05 County
075 Location
0.5 MI E S.H. 115 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00009 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
2008 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
363.999 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
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
15 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
28606 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-80ft.-100ft.-100ft. P/S CONC. BEAM SPANS; SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9086 Latitude
35:05:42.4 Longitude
-98:44:15.26 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
28606 Vault Link
http://plansrv1/bridgemaintvault/b28606 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.09511111 Longitude DD
-98.73757222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28880 x
-10991416.2616945 y
4176813.88756006 |
|||||||||||||||||||||||||||||||||||||
| 28605 | 1218 0984 X | 28605 | — | S.H. 147 | SPENCER CREEK | -1 | 50ft. - 50ft. - 40ft. PC BEAM | 2009 | 34.14891944 | -95.34794722 | 142.5 | 34.199 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28879 BRKEY
28605 NBI No.
28605 On Under
1 Structure No.
1218 0984 X Control No.
018 Lane Ind.
Milepoint
09840 Facility Carried
S.H. 147 Feature Intersected
SPENCER CREEK Division
02 County
023 Location
9.84 N JCT US-70 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00147 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
2009 ADT Total
350 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
142.5 Deck Width
34.199 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
78 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
560 Future ADT Year
2042 Bypass Detour
26.700001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28605 ODOT County
12 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
1.099 Rt. Curb SW
1.099 Description
50ft. - 50ft. - 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
91.8515 Latitude
34:08:56.11 Longitude
-95:20:52.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 147 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
28605 Vault Link
http://plansrv1/bridgemaintvault/b28605 GIS FO/SD
Meets Standards H Inv. Method
45 Latitude DD
34.14891944 Longitude DD
-95.34794722 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28879 x
-10614084.9327143 y
4048815.83966556 |
|||||||||||||||||||||||||||||||||||||
| 28604 | 6404 1172 X | 28604 | — | U.S. 271 | BIG CEDAR CREEK | -1 | 90.25ft. - 120ft. - 90.25ft. PC BEAM | 2009 | 34.32935 | -95.48160278 | 300.499 | 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) | 96.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28878 BRKEY
28604 NBI No.
28604 On Under
1 Structure No.
6404 1172 X Control No.
004 Lane Ind.
Milepoint
11720 Facility Carried
U.S. 271 Feature Intersected
BIG CEDAR CREEK Division
02 County
127 Location
11.72 NE JCT SH-3 Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
1500 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
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300.499 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
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68.9 HS Inv. Rating Method
3 HS Inv. Method
49.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28604 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
90.25ft. - 120ft. - 90.25ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:19:45.66 Longitude
-95:28:53.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
010 NBI Text
28604 Vault Link
http://plansrv1/bridgemaintvault/b28604 GIS FO/SD
Meets Standards H Inv. Method
49.1 Latitude DD
34.32935 Longitude DD
-95.48160278 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28878 x
-10628963.4015952 y
4073111.88420042 |
|||||||||||||||||||||||||||||||||||||
| 28603 | 5515 0586WXR | 28603 | — | I-35 NB RAMP S-W | I-35 SB RAMP E-S UNDER | -1 | 100ft.-150ft.-100ft. PLATE GIRDER SPANS W/ 29ft. CLR.RDY. | 2016 | 35.461083 | -97.492531 | 350 | 32.001 | — | 3 | 0 | 1 | 28.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | 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 | 11 - Principal Arterial Interstate (Rural) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28877 BRKEY
28603 NBI No.
28603 On Under
1 Structure No.
5515 0586WXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-35 NB RAMP S-W Feature Intersected
I-35 SB RAMP E-S UNDER Division
04 County
109 Location
DALLAS JCT. Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00035 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
2016 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
350 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63.4 HS Inv. Rating Method
3 HS Inv. Method
48.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0.621371 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
28603 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-150ft.-100ft. PLATE GIRDER SPANS W/ 29ft. CLR.RDY. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:27:39.9 Longitude
-97:29:33.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB TO WB BLVD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BRIDGE I-F NBI Text
28603 Vault Link
http://plansrv1/bridgemaintvault/b28603 GIS FO/SD
Meets Standards H Inv. Method
48.8 Latitude DD
35.461083 Longitude DD
-97.492531 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28877 x
-10852818.9070674 y
4226718.36747532 |
|||||||||||||||||||||||||||||||||||||
| 28602 | 5569 1020NXR | 28602 | — | I-35 NB RAMP S-W | I-40 WB UNDER | -1 | 140ft.-212ft. 6ft. ft.-140ft. PLATE GIRDER SPANS W/ 29ft. CLR.RDY. AND F-SHAPED PARAPET | 2016 | 35.462525 | -97.493819 | 492.5 | 32.001 | — | 3 | 99 | 1 | 32.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28876 BRKEY
28602 NBI No.
28602 On Under
1 Structure No.
5569 1020NXR Control No.
069 Lane Ind.
N Milepoint
10200 Facility Carried
I-35 NB RAMP S-W Feature Intersected
I-40 WB UNDER Division
04 County
109 Location
DALLAS JCT. Sufficiency
98.7 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 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
2016 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
492.5 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0.621371 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28602 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
140ft.-212ft. 6ft. ft.-140ft. PLATE GIRDER SPANS W/ 29ft. CLR.RDY. AND F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
-1 Latitude
35:27:45.09 Longitude
-97:29:37.75 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB TO WB BLVD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28602 Vault Link
http://plansrv1/bridgemaintvault/b28602 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.462525 Longitude DD
-97.493819 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28876 x
-10852962.2865716 y
4226915.44816381 |
|||||||||||||||||||||||||||||||||||||
| 28515 | 1649 1240EX | 28515 | — | I-44 | MEDICINE BLUFF CREEK | -1 | 60ft.- 90ft.- 60ft. P.C. BM SPANS, 41ft. CLR RDY, W/F-SHAPED PARAPET | 2008 | 34.67318333 | -98.38266111 | 210 | 43.999 | — | 3 | 10 | 2 | 41.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Satisfactory (6) | 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 | 11400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28875 BRKEY
28515 NBI No.
28515 On Under
1 Structure No.
1649 1240EX Control No.
049 Lane Ind.
E Milepoint
12400 Facility Carried
I-44 Feature Intersected
MEDICINE BLUFF CREEK Division
07 County
031 Location
12.4 MILES N. OF SH-36 Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.031 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
2008 ADT Total
11400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18240 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
28515 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.- 90ft.- 60ft. P.C. BM SPANS, 41ft. CLR RDY, W/F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7383 Latitude
34:40:23.46 Longitude
-98:22:57.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
142 NBI Text
28515 Vault Link
http://plansrv1/bridgemaintvault/b28515 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.67318333 Longitude DD
-98.38266111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28875 x
-10951907.7376524 y
4119556.28193307 |
|||||||||||||||||||||||||||||||||||||
| 28512 | 1724R0948 X | 28512 | — | S.H. 53 | PLUM CREEK | 1724 0938 X | 3-30ft. I-BM. SPANS | 1933 | 34.36222222 | -98.14722222 | 90 | 25.499 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
28872 BRKEY
28512 NBI No.
28512 On Under
1 Structure No.
1724R0948 X Control No.
024 Lane Ind.
Milepoint
09480 Facility Carried
S.H. 53 Feature Intersected
PLUM CREEK Division
07 County
033 Location
9.3 MI E JCT SH 5 Sufficiency
49.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1200 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
90 Deck Width
25.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
21.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2030 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
28512 ODOT County
17 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
1.001 Rt. Curb SW
1.001 Description
3-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0938 X H Index
82.8047 Latitude
34:21:44 Longitude
-98:08:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69-A NBI Text
28512 Vault Link
http://plansrv1/bridgemaintvault/b28512 GIS FO/SD
Meets Standards H Inv. Method
11.023 Latitude DD
34.36222222 Longitude DD
-98.14722222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28872 x
-10925698.8003047 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 28510 | 5542R0040WXR | 28510 | — | I-235 SB RAMP #18 | I-35 NB TO I-40 WB RAMP | 5542 0000WX | 167ft., 100ft. CONT. PLATE GIRDER SPANS X 29ft. CLY RDWY | 1989 | 35.46264722 | -97.49591389 | 267.001 | 31.998 | — | 2 | 23 | 1 | 29.003 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 28.3 | Failed (0) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 37400 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
28870 BRKEY
28510 NBI No.
28510 On Under
1 Structure No.
5542R0040WXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-235 SB RAMP #18 Feature Intersected
I-35 NB TO I-40 WB RAMP Division
04 County
109 Location
0.1 N JCT OF I-40 & I-35 Sufficiency
28.3 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
29.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1989 ADT Total
37400 ADT Year
2009 Design Load
HS 20 Skew
23 No. Main Spans
2 Road Width
29.003 Ref. Underclearance Rt.
H Underclearance Right
38.999 Underclearance Left
63.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
-1 Appr. Roadway Width
29.003 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
267.001 Deck Width
31.998 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
9 Underclearance
9 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
59840 Future ADT Year
2029 Bypass Detour
3 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2711 Min Measured Clearance
2709 NBI Rating
28510 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
167ft., 100ft. CONT. PLATE GIRDER SPANS X 29ft. CLY RDWY Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0000WX H Index
90.9249 Latitude
35:27:45.53 Longitude
-97:29:45.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
- Roadway Name
I-235 SB RAMP #18 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28510 Vault Link
http://plansrv1/bridgemaintvault/b28510 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.46264722 Longitude DD
-97.49591389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28870 x
-10853195.4886596 y
4226932.15234963 |
|||||||||||||||||||||||||||||||||||||
| 28601 | 5569 0994 X | 28601 | — | LINCOLN / BYERS | I-40 / RAMPS T/S/O UNDER | -1 | 128ft.-123ft. 9ft. ft.-123ft. 9ft. ft.-120ft. 6ft. ft.-95ft. SPANS | 2011 | 35.461944 | -97.499167 | 591.001 | 67.001 | — | 5 | 11 | 4 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28857 BRKEY
28601 NBI No.
28601 On Under
1 Structure No.
5569 0994 X Control No.
Lane Ind.
Milepoint
Facility Carried
LINCOLN / BYERS Feature Intersected
I-40 / RAMPS T/S/O UNDER Division
04 County
109 Location
DALLAS JCT. Sufficiency
83.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2011 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
11 No. Main Spans
5 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
12.89 Underclearance Left
10.01 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
591.001 Deck Width
67.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
3105 Max Measured Clearance
3108 Min Measured Clearance
3002 NBI Rating
28601 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
6.001 Rt. Curb SW
6.001 Description
128ft.-123ft. 9ft. ft.-123ft. 9ft. ft.-120ft. 6ft. ft.-95ft. SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
89.8377 Latitude
35:27:43 Longitude
-97:29:57 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
LINCOLN / BYERS AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28601 Vault Link
http://plansrv1/bridgemaintvault/b28601 GIS FO/SD
Meets Standards H Inv. Method
51 Latitude DD
35.461944 Longitude DD
-97.499167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
28857 x
-10853557.6232083 y
4226836.04144202 |
|||||||||||||||||||||||||||||||||||||
| 28600 | 5542 0050WXR | 28600 | — | I-235 N-W TO BLVD. | RENO/SHERIDAN AVE. UNDER | -1 | (120ft.-150ft.-120ft.-CONT),(120ft.-120ft.-CONT),120ft.,97ft.,100ft.,108ft. SIMPLY SUPPORTED PLATE GIRDER SPANS ON A CURVE WITH 29ft. CLY RDWY & F-SHAPED RAILS | 2016 | 35.46388889 | -97.49972222 | 1055.889 | 32.001 | — | 9 | 0 | 1 | 28.999 | 4 - Steel Continuous | 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 | 16 - Minor Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28856 BRKEY
28600 NBI No.
28600 On Under
1 Structure No.
5542 0050WXR Control No.
042 Lane Ind.
W Milepoint
00500 Facility Carried
I-235 N-W TO BLVD. Feature Intersected
RENO/SHERIDAN AVE. UNDER Division
04 County
109 Location
DALLAS JCT. Sufficiency
100 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
4 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
16 - Minor Arterial (Urban) Year Built
2016 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
9 Road Width
28.999 Ref. Underclearance Rt.
H Underclearance Right
22.001 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1055.889 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N 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
1600 Future ADT Year
2042 Bypass Detour
0 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
28600 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
(120ft.-150ft.-120ft.-CONT),(120ft.-120ft.-CONT),120ft.,97ft.,100ft.,108ft. SIMPLY SUPPORTED PLATE GIRDER SPANS ON A CURVE WITH 29ft. CLY RDWY & F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
-1 Latitude
35:27:50 Longitude
-97:29:59 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-235 SB RAMP TO BLVD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28600 Vault Link
http://plansrv1/bridgemaintvault/b28600 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.46388889 Longitude DD
-97.49972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
28856 x
-10853619.430016 y
4227101.85667178 |
|||||||||||||||||||||||||||||||||||||
| 28599 | 5569 1001NXR | 28599 | — | I-235 RAMP N-W | DRAINAGE/SLOPE | -1 | 110ft. PLATE GIRDER SPAN 29ft. CLY RDWY W/ F-SHAPE RAILS | 2016 | 35.4625 | -97.501944 | 110.666 | 32.001 | — | 1 | 0 | 1 | 28.999 | 3 - Steel | 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 | 11 - Principal Arterial Interstate (Rural) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28855 BRKEY
28599 NBI No.
28599 On Under
1 Structure No.
5569 1001NXR Control No.
069 Lane Ind.
N Milepoint
10010 Facility Carried
I-235 RAMP N-W Feature Intersected
DRAINAGE/SLOPE Division
04 County
109 Location
DALLAS JCT. Sufficiency
100 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
0 Vertical Clearance
_ 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
2016 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
3 - Steel Design
02 Length
110.666 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69 HS Inv. Rating Method
3 HS Inv. Method
53 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
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28599 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
110ft. PLATE GIRDER SPAN 29ft. CLY RDWY W/ F-SHAPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
-1 Latitude
35:27:45 Longitude
-97:30:07 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-235 RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28599 Vault Link
http://plansrv1/bridgemaintvault/b28599 GIS FO/SD
Meets Standards H Inv. Method
52 Latitude DD
35.4625 Longitude DD
-97.501944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28855 x
-10853866.7574343 y
4226912.03133953 |
|||||||||||||||||||||||||||||||||||||
| 28598 | 5569 1001NX | 28598 | — | I-40 WB to BLVD | I-235 RAMP N-W /UPRR UND | -1 | 61ft.-(83.4ft.-103ft. CONT)-58ft.-(111ft.-109.5ft. CONT)-69.75ft. PLATE GIRDER SPANS 38ft. CLY RDWAY W/ F-SHAPED RAILS | 2016 | 35.4625 | -97.500833 | 599.98 | 37.999 | — | 7 | 99 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28854 BRKEY
28598 NBI No.
28598 On Under
1 Structure No.
5569 1001NX Control No.
069 Lane Ind.
N Milepoint
10010 Facility Carried
I-40 WB to BLVD Feature Intersected
I-235 RAMP N-W /UPRR UND Division
04 County
109 Location
DALLAS JCT. Sufficiency
98.7 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2016 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
7 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
599.98 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
42 HS Inv. Rating Method
3 HS Inv. Method
33 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
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28598 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
61ft.-(83.4ft.-103ft. CONT)-58ft.-(111ft.-109.5ft. CONT)-69.75ft. PLATE GIRDER SPANS 38ft. CLY RDWAY W/ F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:27:45 Longitude
-97:30:03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB RAMP TO BOULEVARD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28598 Vault Link
http://plansrv1/bridgemaintvault/b28598 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.4625 Longitude DD
-97.500833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28854 x
-10853743.08148 y
4226912.03133953 |
|||||||||||||||||||||||||||||||||||||
| 28597 | 5569 0980 XR | 28597 | — | BOULEVARD EB RAMP | I-40 /I-235 RAMP N-W UND | -1 | (99ft.-73ft.-81ft.), (95ft.-111.6ft.,139ft.,76.6ft.) CONT. STEEL SPANS W/ F-SHAPE RAILS & CLOSED MEDIAN | 2016 | 35.461389 | -97.501111 | 675.719 | 65 | — | 7 | 99 | 3 | 62.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28853 BRKEY
28597 NBI No.
28597 On Under
1 Structure No.
5569 0980 XR Control No.
Lane Ind.
Milepoint
Facility Carried
BOULEVARD EB RAMP Feature Intersected
I-40 /I-235 RAMP N-W UND Division
04 County
109 Location
DALLAS JCT. Sufficiency
98.3 Kind Hwy
5 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2016 ADT Total
500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
7 Road Width
62.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
675.719 Deck Width
65 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
42.1 HS Inv. Rating Method
3 HS Inv. Method
32.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28597 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(99ft.-73ft.-81ft.), (95ft.-111.6ft.,139ft.,76.6ft.) CONT. STEEL SPANS W/ F-SHAPE RAILS & CLOSED MEDIAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:27:41 Longitude
-97:30:04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
BLVD RAMP TO LINCOLN/BYERS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28597 Vault Link
http://plansrv1/bridgemaintvault/b28597 GIS FO/SD
Meets Standards H Inv. Method
32.5 Latitude DD
35.461389 Longitude DD
-97.501111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28853 x
-10853774.0282984 y
4226760.18874081 |
|||||||||||||||||||||||||||||||||||||
| 28509 | 5569 1003WXR | 28509 | — | I-235 SB RAMP #17 | I-40 WB UNDER/RAMP | 5542 0000WX | 135ft., 180ft., 105ft. CONT. PLATE GIRDER SPANS X 29ft. CLY RDWY | 1989 | 35.462625 | -97.49591667 | 420 | 31.998 | — | 3 | 0 | 1 | 29.003 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 37400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28852 BRKEY
28509 NBI No.
28509 On Under
1 Structure No.
5569 1003WXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-235 SB RAMP #17 Feature Intersected
I-40 WB UNDER/RAMP Division
04 County
109 Location
0.05 N JCT OF I-40 & I-35 Sufficiency
92.7 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
29.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1989 ADT Total
37400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
29.003 Ref. Underclearance Rt.
H Underclearance Right
28.999 Underclearance Left
30.997 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
420 Deck Width
31.998 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N 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
59840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2608 Min Measured Clearance
2409 NBI Rating
28509 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
135ft., 180ft., 105ft. CONT. PLATE GIRDER SPANS X 29ft. CLY RDWY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0000WX H Index
88.2434 Latitude
35:27:45.45 Longitude
-97:29:45.3 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-235 SB RAMP 17 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28509 Vault Link
http://plansrv1/bridgemaintvault/b28509 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.462625 Longitude DD
-97.49591667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28852 x
-10853195.7981278 y
4226929.11547154 |