ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 28508 | 5542 0050 XR | 28508 | — | I-235 SB RAMP 5 | RENO AVE. UNDER | 5542 0000WX | 70ft., 3-105.75ft. CONT. PLATE GIRDER SPANS X 29ft. CLY RDWY | 1989 | 35.46391389 | -97.49955 | 387.5 | 31.998 | — | 4 | 0 | 1 | 29.003 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | 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
28851 BRKEY
28508 NBI No.
28508 On Under
1 Structure No.
5542 0050 XR Control No.
042 Lane Ind.
Milepoint
00500 Facility Carried
I-235 SB RAMP 5 Feature Intersected
RENO AVE. UNDER Division
04 County
109 Location
0.15 N JCT OF I-40 & I-35 Sufficiency
84 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
4 Road Width
29.003 Ref. Underclearance Rt.
H Underclearance Right
21.998 Underclearance Left
13.999 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
387.5 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
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1800 Min Measured Clearance
1508 NBI Rating
28508 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
70ft., 3-105.75ft. CONT. PLATE GIRDER SPANS X 29ft. CLY RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5542 0000WX H Index
88.3352 Latitude
35:27:50.09 Longitude
-97:29:58.38 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-235 SB RAMP #5 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
28508 Vault Link
http://plansrv1/bridgemaintvault/b28508 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.46391389 Longitude DD
-97.49955 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28851 x
-10853600.2585733 y
4227105.27355506 |
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| 28507 | 5542R0501WX | 28507 | — | I-235 SB | DEEP FORK CREEK | 5542 0501 X | 55ft.-50-55ft. I-BEAM SPANS W/ 43ft. CLR RDWY | 1961 | 35.52725 | -97.514583 | 161.332 | 46.001 | — | 3 | 0 | 3 | 43.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 40300 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
28850 BRKEY
28507 NBI No.
28507 On Under
1 Structure No.
5542R0501WX Control No.
042 Lane Ind.
W Milepoint
05010 Facility Carried
I-235 SB Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
5.0 MI N OF I-40 Sufficiency
66 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.002 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
1961 ADT Total
40300 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
3 - Steel Design
02 Length
161.332 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.51 HS Inv. Rating Method
1 HS Inv. Method
32.64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
64480 Future ADT Year
2038 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28507 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-50-55ft. I-BEAM SPANS W/ 43ft. CLR RDWY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0501 X H Index
88.6207 Latitude
35:31:38.1 Longitude
-97:30:52.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-235 SB Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28507 Vault Link
http://plansrv1/bridgemaintvault/b28507 GIS FO/SD
FO H Inv. Method
25.57 Latitude DD
35.52725 Longitude DD
-97.514583 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28850 x
-10855273.7244784 y
4235765.17049749 |
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| 28506 | 5542R0383WX | 28506 | — | I-235 SB | NW 36TH ST. UNDER | 5542 0383 X | 40ft.,2-62ft.,35ft. I-BM. SPANS X 38ft. CLEAR RDWY SK. 71 DEG.30ft. | 1968 | 35.51 | -97.515 | 201.001 | 42.001 | — | 4 | 19 | 3 | 38.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.4 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35400 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
28849 BRKEY
28506 NBI No.
28506 On Under
1 Structure No.
5542R0383WX Control No.
042 Lane Ind.
W Milepoint
03830 Facility Carried
I-235 SB Feature Intersected
NW 36TH ST. UNDER Division
04 County
109 Location
3.7 MI N OF I-40 Sufficiency
61.4 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 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
1968 ADT Total
35400 ADT Year
2006 Design Load
HS 20 Skew
19 No. Main Spans
4 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
42.001 Span Type Main
M Material
3 - Steel Design
02 Length
201.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
56640 Future ADT Year
2026 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
1711 Max Measured Clearance
1908 Min Measured Clearance
1509 NBI Rating
28506 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
0 Description
40ft.,2-62ft.,35ft. I-BM. SPANS X 38ft. CLEAR RDWY SK. 71 DEG.30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0383 X H Index
64.3771 Latitude
35:30:36 Longitude
-97:30:54 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-235 S.B. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28506 Vault Link
http://plansrv1/bridgemaintvault/b28506 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.51 Longitude DD
-97.515 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28849 x
-10855320.1447061 y
4233405.91478959 |
|||||||||||||||||||||||||||||||||||||
| 28505 | 1520R0020 X | 28505 | — | S.H. 131 | CREEK | -1 | 2-10ft. CONCRETE SLAB SPAN | 1901 | 35.31666667 | -95.55972222 | 20 | -1 | — | 2 | 0 | -1 | -1 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | 100 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
28848 BRKEY
28505 NBI No.
28505 On Under
1 Structure No.
1520R0020 X Control No.
020 Lane Ind.
Milepoint
00200 Facility Carried
S.H. 131 Feature Intersected
CREEK Division
03 County
029 Location
0.2MI.E OF S.H. 31 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00131 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
-1 ADT Year
2004 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
02 Length
20 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
7 Underclearance
N Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2024 Bypass Detour
0 School Bus Rte.
_ Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28505 ODOT County
15 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
2-10ft. CONCRETE SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28505 Vault Link
http://plansrv1/bridgemaintvault/b28505 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
28848 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 28691 | 4941 0520 X | 28691 | — | S.H. 28 | WILL ROGERS TP I-44 UND | -1 | 55ft.X95ft.X95ft.X55ft.CONT.STEEL GIRDERS 44ft.CL.RDWY.W/F-SHAPED PARAPETS | 2013 | 36.4375 | -95.38111111 | 302.999 | 47.001 | — | 2 | 36 | 2 | 43.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28837 BRKEY
28691 NBI No.
28691 On Under
1 Structure No.
4941 0520 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 28 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
3MI.E.ROGERS C/L Sufficiency
92.7 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
36 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
302.999 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1611 NBI Rating
28691 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.X95ft.X95ft.X55ft.CONT.STEEL GIRDERS 44ft.CL.RDWY.W/F-SHAPED PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.1444 Latitude
36:26:15 Longitude
-95:22:52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 28 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.89 NBI Text
28691 Vault Link
http://plansrv1/bridgemaintvault/b28691 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
36.4375 Longitude DD
-95.38111111 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28837 x
-10617776.7200618 y
4360988.8918531 |
|||||||||||||||||||||||||||||||||||||
| 28594 | 6622 1027 X | 28594 | — | S.H. 88 | DOG CREEK | -1 | 6-35ft. P.S. SLAB SPANS, 40ft. CLR.RDY. W/ TR-4 RAILS | 2007 | 36.29441389 | -95.60139722 | 210 | 42.001 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28833 BRKEY
28594 NBI No.
28594 On Under
1 Structure No.
6622 1027 X Control No.
022 Lane Ind.
Milepoint
10270 Facility Carried
S.H. 88 Feature Intersected
DOG CREEK Division
08 County
131 Location
1.5S JCT SH66/SH88 Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2007 ADT Total
3600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 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
01 Length
210 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
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.1 HS Inv. Rating Method
3 HS Inv. Method
34.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5760 Future ADT Year
2042 Bypass Detour
25.999934 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
28594 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-35ft. P.S. SLAB SPANS, 40ft. CLR.RDY. W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9505 Latitude
36:17:39.89 Longitude
-95:36:05.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 88 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28594 Vault Link
http://plansrv1/bridgemaintvault/b28594 GIS FO/SD
Meets Standards H Inv. Method
34.6 Latitude DD
36.29441389 Longitude DD
-95.60139722 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28833 x
-10642298.8576559 y
4341208.257457 |
|||||||||||||||||||||||||||||||||||||
| 28504 | 1512 0723 X | 28504 | — | S.H. 31 | KEEL CREEK | -1 | 4- 45ft. P.C.BM SPANS W/ 40ft. CLR RDWY W/ TR-4 CONC. RAIL | 2008 | 34.60767222 | -96.144325 | 180.499 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | 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) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28829 BRKEY
28504 NBI No.
28504 On Under
1 Structure No.
1512 0723 X Control No.
012 Lane Ind.
Milepoint
07230 Facility Carried
S.H. 31 Feature Intersected
KEEL CREEK Division
03 County
029 Location
7.3MI.N.E. OF U.S. 75 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00031 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
480 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
49 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
768 Future ADT Year
2042 Bypass Detour
42.299998 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
28504 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4- 45ft. P.C.BM SPANS W/ 40ft. CLR RDWY W/ TR-4 CONC. RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8076 Latitude
34:36:27.62 Longitude
-96:08:39.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 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
28504 Vault Link
http://plansrv1/bridgemaintvault/b28504 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
34.60767222 Longitude DD
-96.144325 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28829 x
-10702737.301663 y
4110692.35879756 |
|||||||||||||||||||||||||||||||||||||
| 28503 | 6512 0267 X | 28503 | — | S.H. 33 | WASHITA RIVER | -1 | 5-100ft. P/S CONC. BEAM SPANS | 2009 | 35.670775 | -99.63405833 | 500 | 42.001 | — | 5 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | 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 | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28828 BRKEY
28503 NBI No.
28503 On Under
1 Structure No.
6512 0267 X Control No.
012 Lane Ind.
Milepoint
02670 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
2.6 MI. E. JCT. U.S. 283 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
500 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
79.4 HS Inv. Rating Method
3 HS Inv. Method
43.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
29.999999 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
28503 ODOT County
65 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
99.99 Rt. Curb SW
99.99 Description
5-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.639 Latitude
35:40:14.79 Longitude
-99:38:02.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28503 Vault Link
http://plansrv1/bridgemaintvault/b28503 GIS FO/SD
Meets Standards H Inv. Method
43.1 Latitude DD
35.670775 Longitude DD
-99.63405833 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28828 x
-11091212.6389629 y
4255414.56944214 |
|||||||||||||||||||||||||||||||||||||
| 28502 | 6916 0692 X | 28502 | — | S.H. 53 | DEER CREEK | -1 | 120ft. P.C. BEAM 40ft. CLR. RDY. | 2008 | 34.34732222 | -97.85599444 | 120 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28827 BRKEY
28502 NBI No.
28502 On Under
1 Structure No.
6916 0692 X Control No.
016 Lane Ind.
Milepoint
06920 Facility Carried
S.H. 53 Feature Intersected
DEER CREEK Division
07 County
137 Location
7.0MI.E OF U.S.81 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120 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
6 Super Rating
6 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.8 HS Inv. Rating Method
3 HS Inv. Method
39.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1120 Future ADT Year
2042 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28502 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft. P.C. BEAM 40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7885 Latitude
34:20:50.36 Longitude
-97:51:21.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36 NBI Text
28502 Vault Link
http://plansrv1/bridgemaintvault/b28502 GIS FO/SD
Meets Standards H Inv. Method
39.5 Latitude DD
34.34732222 Longitude DD
-97.85599444 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28827 x
-10893279.4721302 y
4075534.80701724 |
|||||||||||||||||||||||||||||||||||||
| 28782 | 3230 1252 X | 28782 | — | S.H. 48 | WET CREEK | -1 | 3-8 ft. X 5 ft. X 74 ft. CLR. RDWY. R.C. BOX W/ 4 ft. CURTAIN WALL | 2009 | 35.27556389 | -96.40578056 | 23.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28822 BRKEY
28782 NBI No.
28782 On Under
1 Structure No.
3230 1252 X Control No.
030 Lane Ind.
Milepoint
12520 Facility Carried
S.H. 48 Feature Intersected
WET CREEK Division
03 County
063 Location
2.9 MI. N. OF SH 9 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00048 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
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.494 HS Inv. Rating Method
3 HS Inv. Method
38.25 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
960 Future ADT Year
2042 Bypass Detour
12.999967 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
28782 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8 ft. X 5 ft. X 74 ft. CLR. RDWY. R.C. BOX W/ 4 ft. CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:16:32.03 Longitude
-96:24:20.81 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28782 Vault Link
http://plansrv1/bridgemaintvault/b28782 GIS FO/SD
Meets Standards H Inv. Method
23.149 Latitude DD
35.27556389 Longitude DD
-96.40578056 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28822 x
-10731842.4014673 y
4201392.51876819 |
|||||||||||||||||||||||||||||||||||||
| 28778 | 7278 0546 X | 28778 | — | I-44 | W. JOE CREEK | -1 | 3-10ft. X 14ft. X 350ft. RCB | 2010 | 36.09106111 | -95.94340556 | 33.999 | 0 | — | 3 | 0 | 9 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | 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 | 84700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28818 BRKEY
28778 NBI No.
28778 On Under
1 Structure No.
7278 0546 X Control No.
078 Lane Ind.
Milepoint
05460 Facility Carried
I-44 Feature Intersected
W. JOE CREEK Division
08 County
143 Location
3.5E OF JCT U.S. 75 Sufficiency
67 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2010 ADT Total
84700 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
9 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
135520 Future ADT Year
2042 Bypass Detour
11 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
28778 ODOT County
72 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 14ft. X 350ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.4302 Latitude
36:05:27.82 Longitude
-95:56:36.26 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28778 Vault Link
http://plansrv1/bridgemaintvault/b28778 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.09106111 Longitude DD
-95.94340556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28818 x
-10680371.0519117 y
4313158.48536165 |
|||||||||||||||||||||||||||||||||||||
| 28686 | 5507 0750SXR | 28686 | — | I-44 EB I-235 SB | DEEP FORK CREEK | -1 | 76.75ft.-100ft.-75.7ft.-76.9ft. TYPE IV PCB SPANS, 29ft. CLR.RDY. W/ F-SHAPED PARAPETS | 2014 | 35.527222 | -97.515556 | 330 | 32 | — | 4 | 20 | 1 | 29 | 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 | 11 - Principal Arterial Interstate (Rural) | A | 7430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28814 BRKEY
28686 NBI No.
28686 On Under
1 Structure No.
5507 0750SXR Control No.
007 Lane Ind.
S Milepoint
07500 Facility Carried
I-44 EB I-235 SB Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
I-235\I-44 JCT Sufficiency
95.4 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29 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
2014 ADT Total
7430 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
4 Road Width
29 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
330 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11300 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28686 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
76.75ft.-100ft.-75.7ft.-76.9ft. TYPE IV PCB SPANS, 29ft. CLR.RDY. W/ F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
99.7584 Latitude
35:31:38 Longitude
-97:30:56 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB TO I-235 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28686 Vault Link
http://plansrv1/bridgemaintvault/b28686 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.527222 Longitude DD
-97.515556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28814 x
-10855382.0383429 y
4235761.34057011 |
|||||||||||||||||||||||||||||||||||||
| 28685 | 5614 0296 X | 28685 | — | S.H. 16 | TIGER CREEK | -1 | (2) 16ft. X 12ft. X 160ft. LONG RCB SK 40° | 2009 | 35.74059167 | -96.13948333 | 43.1 | 0 | — | 2 | 40 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28813 BRKEY
28685 NBI No.
28685 On Under
1 Structure No.
5614 0296 X Control No.
014 Lane Ind.
Milepoint
02960 Facility Carried
S.H. 16 Feature Intersected
TIGER CREEK Division
01 County
111 Location
2.96 E OF CREEK C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.001 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
2009 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
40 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
43.1 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 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
4000 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
28685 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 16ft. X 12ft. X 160ft. LONG RCB SK 40° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:44:26.13 Longitude
-96:08:22.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14-0296 NBI Text
28685 Vault Link
http://plansrv1/bridgemaintvault/b28685 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.74059167 Longitude DD
-96.13948333 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28813 x
-10702198.329424 y
4264985.64300245 |
|||||||||||||||||||||||||||||||||||||
| 29043 | 5801T2210 X | 29043 | — | WILL ROGERS TPI-44 | N4630 UNDER | -1 | 57ft. PC BEAM SPAN | 2007 | 36.922653 | -94.752344 | 57 | 74.8 | — | 1 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28806 BRKEY
29043 NBI No.
29043 On Under
1 Structure No.
5801T2210 X Control No.
001 Lane Ind.
Milepoint
22100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
N4630 UNDER Division
08 County
115 Location
79.30NE OF TP GATE Sufficiency
90.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
68.999 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
2007 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
9.003 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
57 Deck Width
74.8 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
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.4 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 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
0000 Max Measured Clearance
1607 Min Measured Clearance
1607 NBI Rating
29043 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
57ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:55:21.55 Longitude
-94:45:08.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79.30 NBI Text
29043 Vault Link
http://plansrv1/bridgemaintvault/b29043 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.922653 Longitude DD
-94.752344 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28806 x
-10547782.6855491 y
4428331.08961119 |
|||||||||||||||||||||||||||||||||||||
| 28954 | 2624 0161 X | 28954 | — | S.H. 37 | BUGGY CREEK | -1 | 3-100ft. P.C. BM. 40.0ft. CL. RDY. W/TR4 RAIL SKEW 45 DEG. RT. FWD. | 2011 | 35.33416667 | -98.06666667 | 300 | 42.201 | — | 1 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28805 BRKEY
28954 NBI No.
28954 On Under
1 Structure No.
2624 0161 X Control No.
024 Lane Ind.
Milepoint
01610 Facility Carried
S.H. 37 Feature Intersected
BUGGY CREEK Division
07 County
051 Location
1.7E OF CADDO C/L Sufficiency
90 Kind Hwy
3 Level Service
1 Route No.
00037 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
2011 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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
300 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
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
85 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
52.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28954 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. P.C. BM. 40.0ft. CL. RDY. W/TR4 RAIL SKEW 45 DEG. RT. FWD. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:20:03 Longitude
-98:04:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68-26 NBI Text
28954 Vault Link
http://plansrv1/bridgemaintvault/b28954 GIS FO/SD
Meets Standards H Inv. Method
45 Latitude DD
35.33416667 Longitude DD
-98.06666667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28805 x
-10916731.3974981 y
4209386.29891852 |
|||||||||||||||||||||||||||||||||||||
| 28953 | 2618 1344 X | 28953 | — | S.H. 19 | ROARING CREEK | -1 | 45ft.-90ft.-45ft. P.C. BM. SPANS 40.0ft. CL. RDY. W/TR4 RAIL | 2010 | 34.89377222 | -97.74797222 | 180 | 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) | 99.4 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28804 BRKEY
28953 NBI No.
28953 On Under
1 Structure No.
2618 1344 X Control No.
018 Lane Ind.
Milepoint
13440 Facility Carried
S.H. 19 Feature Intersected
ROARING CREEK Division
07 County
051 Location
5.9NW OF GARVIN C/L Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180 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
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
3.6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28953 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-90ft.-45ft. P.C. BM. SPANS 40.0ft. CL. RDY. W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.564 Latitude
34:53:37.58 Longitude
-97:44:52.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61-26 NBI Text
28953 Vault Link
http://plansrv1/bridgemaintvault/b28953 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.89377222 Longitude DD
-97.74797222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28804 x
-10881254.4936054 y
4149454.56709714 |
|||||||||||||||||||||||||||||||||||||
| 28855 | 3230R1017 X | 28855 | — | S.H. 48 | CREEK | 2- 8ft. X 6ft. X 72ft. CLR. RDWY. 30 DEG SK. LF | 2009 | 35.24135 | -96.405825 | 60 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | 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 | 590 | 2015 | 5 | Unmatched | |
|
Raw data
OBJECTID
28795 BRKEY
28855 NBI No.
28855 On Under
1 Structure No.
3230R1017 X Control No.
030 Lane Ind.
Milepoint
10170 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
063 Location
0.4 MI. N. SH 9 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00048 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
590 ADT Year
2015 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
60 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
960 Future ADT Year
2035 Bypass Detour
13.000001 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
28855 ODOT County
32 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- 8ft. X 6ft. X 72ft. CLR. RDWY. 30 DEG SK. LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
100 Latitude
35:14:28.86 Longitude
-96:24:20.97 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28855 Vault Link
http://plansrv1/bridgemaintvault/b28855 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.24135 Longitude DD
-96.405825 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28795 x
-10731847.3485054 y
4196728.20762151 |
|||||||||||||||||||||||||||||||||||||
| 29137 | 5542 0501EXR | 29137 | — | NB I235 TO EB I-44 | DEEP FORK CREEK | 70ft.-100ft.-70ft. PCB SPANS, 29ft. CLEAR RDY, F-SHAPED TRAFFIC RAILS | 2020 | 35.52708333 | -97.51395833 | 241.79 | 32 | — | 3 | 0 | 1 | 29 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 4900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
28794 BRKEY
29137 NBI No.
29137 On Under
1 Structure No.
5542 0501EXR Control No.
042 Lane Ind.
E Milepoint
05010 Facility Carried
NB I235 TO EB I-44 Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
5.0 MILES N. I-40 JCT Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29 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
2020 ADT Total
4900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
29 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
241.79 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
81.8 HS Inv. Rating Method
3 HS Inv. Method
51.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8700 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29137 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-100ft.-70ft. PCB SPANS, 29ft. CLEAR RDY, F-SHAPED TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
-1 Latitude
35:31:37.5 Longitude
-97:30:50.25 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
_ Roadway Name
I-235 RAMP 44B Scour
8 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
29137 Vault Link
http://plansrv1/bridgemaintvault/b29137 GIS FO/SD
Meets Standards H Inv. Method
51.3 Latitude DD
35.52708333 Longitude DD
-97.51395833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28794 x
-10855204.1865321 y
4235742.37287446 |
|||||||||||||||||||||||||||||||||||||
| 29136 | 7218 0400 X | 29136 | — | W. 111TH STREET | U.S. 75 UNDER | -1 | 67ft.-92-81.5ft.-92-52 TYPE IV PCB SPANS,66ft. CLEAR RDY, F-SHAPED TRAFFIC RAILS, 2-8ft. SIDEWALKS | 2010 | 36.00286667 | -96.01106667 | 384.501 | 85 | — | 5 | 0 | 4 | 66.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28793 BRKEY
29136 NBI No.
29136 On Under
1 Structure No.
7218 0400 X Control No.
Lane Ind.
Milepoint
Facility Carried
W. 111TH STREET Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
4N OF JCT S.H. 67 Sufficiency
98.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2010 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
66.001 Ref. Underclearance Rt.
H Underclearance Right
27.999 Underclearance Left
20 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
66.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
384.501 Deck Width
85 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71.5 HS Inv. Rating Method
3 HS Inv. Method
52.1 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
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1609 Max Measured Clearance
1606 Min Measured Clearance
1604 NBI Rating
29136 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
7.999 Rt. Curb SW
7.999 Description
67ft.-92-81.5ft.-92-52 TYPE IV PCB SPANS,66ft. CLEAR RDY, F-SHAPED TRAFFIC RAILS, 2-8ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.82 Latitude
36:00:10.32 Longitude
-96:00:39.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
W 111TH STREET 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
29136 Vault Link
http://plansrv1/bridgemaintvault/b29136 GIS FO/SD
Meets Standards H Inv. Method
52 Latitude DD
36.00286667 Longitude DD
-96.01106667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
28793 x
-10687903.0522234 y
4301015.82858507 |
|||||||||||||||||||||||||||||||||||||
| 29132 | 7314 1159SX | 29132 | — | S.H. 51 EB | BILLY CREEK | -1 | 3-57.17ft. PC BEAM SPANS, 45 SKEW | 2011 | 35.958958 | -95.447614 | 176.362 | 40.2 | — | 3 | 45 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28789 BRKEY
29132 NBI No.
29132 On Under
1 Structure No.
7314 1159SX Control No.
014 Lane Ind.
S Milepoint
11590 Facility Carried
S.H. 51 EB Feature Intersected
BILLY CREEK Division
01 County
145 Location
11.9E OF JCT. S.H. 72 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2011 ADT Total
4950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.989 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
176.362 Deck Width
40.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 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
60.3 HS Inv. Rating Method
3 HS Inv. Method
41.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 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
29132 ODOT County
73 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
3-57.17ft. PC BEAM SPANS, 45 SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5482 Latitude
35:57:32.25 Longitude
-95:26:51.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29132 Vault Link
http://plansrv1/bridgemaintvault/b29132 GIS FO/SD
Meets Standards H Inv. Method
41.3 Latitude DD
35.958958 Longitude DD
-95.447614 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28789 x
-10625179.7879129 y
4294975.52467714 |
|||||||||||||||||||||||||||||||||||||
| 29038 | 1801T0520 XR | 29038 | — | BIG CABIN INTER | WILL ROGERS TP I-44 UND | -1 | 110ft.-96ft. I-BEAM SPANS | 2007 | 36.56591389 | -95.21424722 | 206.001 | 52.999 | — | 2 | 0 | 2 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Very good (8) | Very good (8) | Very good (8) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 21600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28784 BRKEY
29038 NBI No.
29038 On Under
1 Structure No.
1801T0520 XR Control No.
Lane Ind.
Milepoint
Facility Carried
BIG CABIN INTER Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
41.5NE OF TP GATE Sufficiency
78 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2007 ADT Total
21600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
22.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
3 - Steel Design
02 Length
206.001 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.1 HS Inv. Rating Method
1 HS Inv. Method
55.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
34560 Future ADT Year
2042 Bypass Detour
99.900001 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1704 Min Measured Clearance
1703 NBI Rating
29038 ODOT County
18 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
110ft.-96ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:33:57.29 Longitude
-95:12:51.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
BIG CABIN INTERCHANGE 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
41.50 NBI Text
29038 Vault Link
http://plansrv1/bridgemaintvault/b29038 GIS FO/SD
Meets Standards H Inv. Method
36.3 Latitude DD
36.56591389 Longitude DD
-95.21424722 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28784 x
-10599201.5167953 y
4378772.26966271 |
|||||||||||||||||||||||||||||||||||||
| 29037 | 6520 0450 X | 29037 | — | S.H. 47 / S.H. 30 | RUSH CREEK | -1 | 3-14ft. X 12ft. X 76ft. RDY. R.C. BOX | 2014 | 35.64945556 | -99.92606944 | 46.001 | 78.002 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | 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 | 630 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28783 BRKEY
29037 NBI No.
29037 On Under
1 Structure No.
6520 0450 X Control No.
020 Lane Ind.
Milepoint
04500 Facility Carried
S.H. 47 / S.H. 30 Feature Intersected
RUSH CREEK Division
05 County
129 Location
0.5 S OF SH-47/SH-30 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
76.001 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
2014 ADT Total
630 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
46.001 Deck Width
78.002 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
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1008 Future ADT Year
2042 Bypass Detour
24 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29037 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft. X 12ft. X 76ft. RDY. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
67 Latitude
35:38:58.04 Longitude
-99:55:33.85 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29037 Vault Link
http://plansrv1/bridgemaintvault/b29037 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.64945556 Longitude DD
-99.92606944 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28783 x
-11123719.1670341 y
4252493.58510666 |
|||||||||||||||||||||||||||||||||||||
| 29131 | 6816 0701 X | 29131 | — | S.H. 82 | CREEK | -1 | (3) 14ft. X 9ft. X 107ft. LONG RCB | 2011 | 35.58972222 | -94.97611111 | 43.999 | 105 | — | 3 | 0 | 2 | 103 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28770 BRKEY
29131 NBI No.
29131 On Under
1 Structure No.
6816 0701 X Control No.
016 Lane Ind.
Milepoint
07010 Facility Carried
S.H. 82 Feature Intersected
CREEK Division
01 County
135 Location
7.01 N JCT US-64 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
103 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
43.999 Deck Width
105 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
6 Structure Rating
6 Deck Geometry
9 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
3680 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
0 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
29131 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 14ft. X 9ft. X 107ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.3145 Latitude
35:35:23 Longitude
-94:58:34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0701 NBI Text
29131 Vault Link
http://plansrv1/bridgemaintvault/b29131 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.58972222 Longitude DD
-94.97611111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28770 x
-10572692.3262906 y
4244313.64689897 |
|||||||||||||||||||||||||||||||||||||
| 29129 | 7314 0002 X | 29129 | — | S.H. 51 | COWETA CREEK TRIB. | -1 | 2 - 10ft. X 8ft. RCB | 2010 | 35.956 | -95.650569 | 22.999 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28768 BRKEY
29129 NBI No.
29129 On Under
1 Structure No.
7314 0002 X Control No.
014 Lane Ind.
Milepoint
00020 Facility Carried
S.H. 51 Feature Intersected
COWETA CREEK TRIB. Division
01 County
145 Location
SH51-72 JCT. Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2010 ADT Total
12000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
AG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
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
19200 Future ADT Year
2042 Bypass Detour
0.299999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1805 Min Measured Clearance
1704 NBI Rating
29129 ODOT County
73 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 8ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3258 Latitude
35:57:21.6 Longitude
-95:39:02.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51/ S.H. 72 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29129 Vault Link
http://plansrv1/bridgemaintvault/b29129 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.956 Longitude DD
-95.650569 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28768 x
-10647772.6351669 y
4294568.72766761 |
|||||||||||||||||||||||||||||||||||||
| 29128 | 7320 0732 X | 29128 | — | U.P. R.R. | S.H. 72 UNDER | -1 | 73ft. STEEL BEAM (CTR SPAN) W/ 2 - 33ft.-10ft. ft. PRECAST BOX BEAMS (END SPANS) | 2010 | 35.955642 | -95.650042 | 140.659 | 15 | — | 1 | 0 | 2 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 14 - Other Principal Arterial (Urban) | H | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28767 BRKEY
29128 NBI No.
29128 On Under
2 Structure No.
7320 0732 X Control No.
020 Lane Ind.
Milepoint
07320 Facility Carried
U.P. R.R. Feature Intersected
S.H. 72 UNDER Division
01 County
145 Location
0.1 SE JCT S.H. 51 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00072 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2010 ADT Total
6800 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
7.23 Underclearance Left
6.33 Deck Structure Type
_ No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
140.659 Deck Width
15 Bridge Open Closed
! TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
_ HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
10880 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1805 Min Measured Clearance
1704 NBI Rating
29128 ODOT County
73 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
73ft. STEEL BEAM (CTR SPAN) W/ 2 - 33ft.-10ft. ft. PRECAST BOX BEAMS (END SPANS) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:57:20.31 Longitude
-95:39:00.15 I257A
0 I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 72 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29128 NBI Text
29128 Vault Link
http://plansrv1/bridgemaintvault/b29128 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.955642 Longitude DD
-95.650042 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28767 x
-10647713.9697952 y
4294519.49498593 |
|||||||||||||||||||||||||||||||||||||
| 29127 | 1806 0724 X | 29127 | — | U.S. 60 | LITTLE CABIN CREEK | -1 | 4-100ft. TYPE IV PC BEAM SPANS X 40ft.-0in. CLR. R | 2011 | 36.626694 | -95.120981 | 400 | 42 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | 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 | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28766 BRKEY
29127 NBI No.
29127 On Under
1 Structure No.
1806 0724 X Control No.
006 Lane Ind.
Milepoint
07240 Facility Carried
U.S. 60 Feature Intersected
LITTLE CABIN CREEK Division
08 County
035 Location
2.6E OF S.H. 2 Sufficiency
78.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2011 ADT Total
7400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11840 Future ADT Year
2042 Bypass Detour
35.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29127 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. TYPE IV PC BEAM SPANS X 40ft.-0in. CLR. R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8648 Latitude
36:37:36.1 Longitude
-95:07:15.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29127 Vault Link
http://plansrv1/bridgemaintvault/b29127 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.626694 Longitude DD
-95.120981 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28766 x
-10588819.1686766 y
4387199.69887857 |
|||||||||||||||||||||||||||||||||||||
| 29036 | 6508 0067 X | 29036 | — | S.H. 33 | LITTLE TURKEY CREEK | -1 | 2-18ft.X10ft.X84ft. R.C.B. | 2015 | 35.81283333 | -99.88001667 | 38.999 | 83.999 | — | 2 | 0 | 2 | 83.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28764 BRKEY
29036 NBI No.
29036 On Under
1 Structure No.
6508 0067 X Control No.
008 Lane Ind.
Milepoint
00675 Facility Carried
S.H. 33 Feature Intersected
LITTLE TURKEY CREEK Division
05 County
129 Location
2.6E OF S.H.33/S.H.30 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
83.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
38.999 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.477 HS Inv. Rating Method
3 HS Inv. Method
61.289 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
40.000002 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
29036 ODOT County
65 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
2-18ft.X10ft.X84ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.7 Latitude
35:48:46.2 Longitude
-99:52:48.06 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29036 Vault Link
http://plansrv1/bridgemaintvault/b29036 GIS FO/SD
Meets Standards H Inv. Method
61.289 Latitude DD
35.81283333 Longitude DD
-99.88001667 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28764 x
-11118592.5961281 y
4274897.99475936 |
|||||||||||||||||||||||||||||||||||||
| 29035 | 6508 0054 X | 29035 | — | S.H. 33 | TURKEY CREEK | -1 | 3 - 18ft.X12ft.X90ft. R.C.B. | 2015 | 35.813031 | -99.903842 | 57.999 | 90 | — | 3 | 0 | 2 | 90 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28763 BRKEY
29035 NBI No.
29035 On Under
1 Structure No.
6508 0054 X Control No.
008 Lane Ind.
Milepoint
00541 Facility Carried
S.H. 33 Feature Intersected
TURKEY CREEK Division
05 County
129 Location
1.2E OF SH 33/SH 30 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
90 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
90 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
57.999 Deck Width
90 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
85.76 HS Inv. Rating Method
3 HS Inv. Method
66.139 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
40.000002 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
29035 ODOT County
65 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 - 18ft.X12ft.X90ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
67 Latitude
35:48:46.91 Longitude
-99:54:13.83 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29035 Vault Link
http://plansrv1/bridgemaintvault/b29035 GIS FO/SD
Meets Standards H Inv. Method
66.139 Latitude DD
35.813031 Longitude DD
-99.903842 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28763 x
-11121244.8197317 y
4274925.12962398 |
|||||||||||||||||||||||||||||||||||||
| 29034 | 2018 0810 X | 29034 | — | S.H. 33 | DEER CREEK | -1 | 65ft.-95ft.-100ft. P/S CONC. BEAM SPANS | 2013 | 35.69833333 | -98.82861111 | 260.499 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 970 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28762 BRKEY
29034 NBI No.
29034 On Under
1 Structure No.
2018 0810 X Control No.
018 Lane Ind.
Milepoint
08100 Facility Carried
S.H. 33 Feature Intersected
DEER CREEK Division
05 County
039 Location
8.3NE OF US-183/ SH 33 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
970 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
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
260.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1552 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29034 ODOT County
20 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
65ft.-95ft.-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
89.0617 Latitude
35:41:54 Longitude
-98:49:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29034 Vault Link
http://plansrv1/bridgemaintvault/b29034 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.69833333 Longitude DD
-98.82861111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28762 x
-11001550.6645717 y
4259191.50269825 |
|||||||||||||||||||||||||||||||||||||
| 29033 | 0520 0587 X | 29033 | — | S.H. 30 | NORTH FORK OF RED RIVER | -1 | 19-100ft. P\S CONCRETE BEAM SPANS | 2016 | 35.30083333 | -99.87861111 | 1900 | 42.001 | — | 19 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28761 BRKEY
29033 NBI No.
29033 On Under
1 Structure No.
0520 0587 X Control No.
020 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 30 Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
009 Location
6.0 N. OF I-40 Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00030 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
2016 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
19 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
1900 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 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
1267 Future ADT Year
2042 Bypass Detour
35.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29033 ODOT County
05 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
19-100ft. P\S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:18:03 Longitude
-99:52:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 30 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
29033 Vault Link
http://plansrv1/bridgemaintvault/b29033 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.30083333 Longitude DD
-99.87861111 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28761 x
-11118436.1299046 y
4204838.71602184 |
|||||||||||||||||||||||||||||||||||||
| 29032 | 6512R0113 X | 29032 | — | S.H. 33 | NINE MILE CREEK | <New Structure Unit> | 1901 | 35.675 | -99.475278 | 0 | -1 | — | 1 | 0 | -1 | -1 | NO VALUE GIVEN | -1 | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2010 | 5 | Unmatched | |
|
Raw data
OBJECTID
28760 BRKEY
29032 NBI No.
29032 On Under
1 Structure No.
6512R0113 X Control No.
012 Lane Ind.
Milepoint
01133 Facility Carried
S.H. 33 Feature Intersected
NINE MILE CREEK Division
05 County
129 Location
11.7E OF S.H.33/U.S 283 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
-1 ADT Year
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
NO VALUE GIVEN Design
-1 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
29032 ODOT County
65 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
<New Structure Unit> Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:40:30 Longitude
-99:28:31 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29032 Vault Link
http://plansrv1/bridgemaintvault/b29032 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.675 Longitude DD
-99.475278 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28760 x
-11073537.2934793 y
4255993.53086112 |
|||||||||||||||||||||||||||||||||||||
| 29031 | 6516 0178 X | 29031 | — | S.H. 152 | SWEETWATER CREEK | -1 | 3 -100ft. P/S CONCRETE BEAM SPANS | 2013 | 35.4225 | -99.96972222 | 300 | 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) | 82.4 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28759 BRKEY
29031 NBI No.
29031 On Under
1 Structure No.
6516 0178 X Control No.
016 Lane Ind.
Milepoint
01780 Facility Carried
S.H. 152 Feature Intersected
SWEETWATER CREEK Division
05 County
129 Location
1.8E OF TEXAS STATE LINE Sufficiency
82.4 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
5500 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
42.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8800 Future ADT Year
2042 Bypass Detour
26 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
29031 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 -100ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9558 Latitude
35:25:21 Longitude
-99:58:11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29031 Vault Link
http://plansrv1/bridgemaintvault/b29031 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
35.4225 Longitude DD
-99.96972222 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28759 x
-11128578.5722754 y
4221446.47175322 |
|||||||||||||||||||||||||||||||||||||
| 28844 | 6018 1463SX | 28844 | — | S.H. 51 E.B. | STILLWATER CREEK | -1 | 98ft.-100ft.-102ft. P.C.B. SPANS | 2007 | 36.11583333 | -97.10222222 | 300.417 | 46.001 | — | 3 | 30 | 2 | 44.416 | 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 | 14 - Other Principal Arterial (Urban) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28748 BRKEY
28844 NBI No.
28844 On Under
1 Structure No.
6018 1463SX Control No.
018 Lane Ind.
S Milepoint
14630 Facility Carried
S.H. 51 E.B. Feature Intersected
STILLWATER CREEK Division
04 County
119 Location
2.9 W. JCT U.S. 177 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2007 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
44.416 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300.417 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.7 HS Inv. Rating Method
3 HS Inv. Method
37.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28844 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
98ft.-100ft.-102ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3747 Latitude
36:06:57 Longitude
-97:06:08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 51 E.B. (SIXTH ST.) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28844 Vault Link
http://plansrv1/bridgemaintvault/b28844 GIS FO/SD
Meets Standards H Inv. Method
37.7 Latitude DD
36.11583333 Longitude DD
-97.10222222 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28748 x
-10809369.9324257 y
4316571.58744651 |
|||||||||||||||||||||||||||||||||||||
| 29125 | 0710 0759 X | 29125 | — | U.S. 70 | BLUE RIVER | -1 | 6-100ft. TYP IV PCB; 44ft. CLR RWY | 2013 | 33.99777778 | -96.24166667 | 600 | 45 | — | 6 | 0 | 2 | 43 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28746 BRKEY
29125 NBI No.
29125 On Under
1 Structure No.
0710 0759 X Control No.
010 Lane Ind.
Milepoint
07590 Facility Carried
U.S. 70 Feature Intersected
BLUE RIVER Division
02 County
013 Location
7.7E JCT U.S. 69 BUS Sufficiency
92.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43 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
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
43 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
600 Deck Width
45 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
83 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
25 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
29125 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-100ft. TYP IV PCB; 44ft. CLR RWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9269 Latitude
33:59:52 Longitude
-96:14:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
43 NBI Text
29125 Vault Link
http://plansrv1/bridgemaintvault/b29125 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
33.99777778 Longitude DD
-96.24166667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28746 x
-10713573.3268004 y
4028503.64018503 |
|||||||||||||||||||||||||||||||||||||
| 29124 | 0710 1029 X | 29124 | — | U.S. 70 | CADDO CREEK | -1 | 90ft.-100ft.-90ft. TYPE IV PCB; 44FT CLR RWY | 2013 | 34.00527778 | -96.19361111 | 280 | 46.001 | — | 3 | 0 | 2 | 42.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28745 BRKEY
29124 NBI No.
29124 On Under
1 Structure No.
0710 1029 X Control No.
010 Lane Ind.
Milepoint
10290 Facility Carried
U.S. 70 Feature Intersected
CADDO CREEK Division
02 County
013 Location
10.3E OF jct 78 Sufficiency
92.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2013 ADT Total
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
280 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
78 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
25 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
29124 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.-100ft.-90ft. TYPE IV PCB; 44FT CLR RWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8498 Latitude
34:00:19 Longitude
-96:11:37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
45 NBI Text
29124 Vault Link
http://plansrv1/bridgemaintvault/b29124 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.00527778 Longitude DD
-96.19361111 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28745 x
-10708223.8063314 y
4029510.72505841 |
|||||||||||||||||||||||||||||||||||||
| 29121 | 4134R0320 X | 29121 | — | S.H. 102 | TURNER TP (I-44) UNDER | 114.50-106.92 P.C. BEAM 40ft. CLEAR RDWY | 2008 | 35.666667 | -97.091667 | 223.1 | 42.999 | — | 2 | 21 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 650 | 2006 | 5 | Unmatched | |
|
Raw data
OBJECTID
28742 BRKEY
29121 NBI No.
29121 On Under
1 Structure No.
4134R0320 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 102 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
12.2N JCT U.S. 62 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A 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
650 ADT Year
2006 Design Load
HS 20 Skew
21 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
26.001 Underclearance Left
26.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
223.1 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
52.25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
900 Future ADT Year
2026 Bypass Detour
19.999949 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29121 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
114.50-106.92 P.C. BEAM 40ft. CLEAR RDWY Route Flag
Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
99.7144 Latitude
35:40:00 Longitude
-97:05:30 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 102 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29121 Vault Link
http://plansrv1/bridgemaintvault/b29121 GIS FO/SD
Meets Standards H Inv. Method
34.502 Latitude DD
35.666667 Longitude DD
-97.091667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28742 x
-10808194.9307101 y
4254851.67018383 |
|||||||||||||||||||||||||||||||||||||
| 28933 | 6817 1865 X | 28933 | — | S.H. 101 | BIG LEE CREEK | -1 | (3) 100ft. PC BEAM | 2011 | 35.56583333 | -94.53194444 | 301 | 42.2 | — | 3 | 0 | 2 | 40 | 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 | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28730 BRKEY
28933 NBI No.
28933 On Under
1 Structure No.
6817 1865 X Control No.
017 Lane Ind.
Milepoint
18650 Facility Carried
S.H. 101 Feature Intersected
BIG LEE CREEK Division
01 County
135 Location
18.65 E JCT US-59 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00101 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
2011 ADT Total
380 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
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
608 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
28933 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6666 Latitude
35:33:57 Longitude
-94:31:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-1865 NBI Text
28933 Vault Link
http://plansrv1/bridgemaintvault/b28933 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
35.56583333 Longitude DD
-94.53194444 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28730 x
-10523247.9187588 y
4241043.98928292 |
|||||||||||||||||||||||||||||||||||||
| 29116 | 1116 0040 X | 29116 | — | S.H. 51 | BARON FORK CREEK | 2-75ft. & 6-100ft. TYP IV PCB; 40FT CLR RWY | 2019 | 35.922728 | -94.838211 | 750 | 42.2 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | 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 | 3200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
28719 BRKEY
29116 NBI No.
29116 On Under
1 Structure No.
1116 0040 X Control No.
016 Lane Ind.
Milepoint
00400 Facility Carried
S.H. 51 Feature Intersected
BARON FORK CREEK Division
01 County
021 Location
.4S U.S. 62 Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00051 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
2019 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 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
750 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.5 HS Inv. Rating Method
3 HS Inv. Method
51 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
31.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29116 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75ft. & 6-100ft. TYP IV PCB; 40FT CLR RWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:55:21.82 Longitude
-94:50:17.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
29116 Vault Link
http://plansrv1/bridgemaintvault/b29116 GIS FO/SD
Meets Standards H Inv. Method
50.9 Latitude DD
35.922728 Longitude DD
-94.838211 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28719 x
-10557341.356265 y
4289994.06653352 |
|||||||||||||||||||||||||||||||||||||
| 28927 | 2532 0605 X | 28927 | — | S.H. 76 | SALT CREEK | -1 | 61ft.-100ft.-61ft. TYPE IV PCB SPANS W/ 40.0ft. CLR RDWY., TR-4 TR. RAIL & SKEWED 30 DEG. LF. | 2011 | 34.59495278 | -97.51029722 | 220 | 42.201 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28706 BRKEY
28927 NBI No.
28927 On Under
1 Structure No.
2532 0605 X Control No.
032 Lane Ind.
Milepoint
05060 Facility Carried
S.H. 76 Feature Intersected
SALT CREEK Division
03 County
049 Location
6.1 MI. N. CARTER C/L Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00076 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
2011 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
220 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
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
23 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
28927 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
61ft.-100ft.-61ft. TYPE IV PCB SPANS W/ 40.0ft. CLR RDWY., TR-4 TR. RAIL & SKEWED 30 DEG. LF. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9467 Latitude
34:35:41.83 Longitude
-97:30:37.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 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
28927 Vault Link
http://plansrv1/bridgemaintvault/b28927 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
34.59495278 Longitude DD
-97.51029722 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28706 x
-10854796.6336312 y
4108972.17728206 |
|||||||||||||||||||||||||||||||||||||
| 29113 | 5706 0423 X | 29113 | — | U.S. 60 | UNNAMED CREEK | -1 | 2-10ft.X8ft.X212ft. R.C.BOX | 2011 | 36.72916667 | -96.30361111 | 30 | 0 | — | 2 | 33 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28698 BRKEY
29113 NBI No.
29113 On Under
1 Structure No.
5706 0423 X Control No.
006 Lane Ind.
Milepoint
04230 Facility Carried
U.S. 60 Feature Intersected
UNNAMED CREEK Division
08 County
113 Location
4.2 E OF JCT S.H. 11 Sufficiency
92.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 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
2011 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
33 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
25 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
4320 Future ADT Year
2042 Bypass Detour
11.8 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
29113 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X212ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:43:45 Longitude
-96:18:13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29113 Vault Link
http://plansrv1/bridgemaintvault/b29113 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.72916667 Longitude DD
-96.30361111 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28698 x
-10720468.9503186 y
4401423.04850226 |
|||||||||||||||||||||||||||||||||||||
| 29110 | 0206 0155 X | 29110 | — | U.S. 64 | TWINS SPRINGS CREEK | -1 | 3-60ft. TYPE III PCB SPANS, 40ft. CLEAR RDY, TR-4 TRAFFIC RAIL | 2011 | 36.66624722 | -98.22532222 | 181.499 | 42.201 | — | 3 | 0 | 2 | 40.2 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28695 BRKEY
29110 NBI No.
29110 On Under
1 Structure No.
0206 0155 X Control No.
006 Lane Ind.
Milepoint
01550 Facility Carried
U.S. 64 Feature Intersected
TWINS SPRINGS CREEK Division
06 County
003 Location
1.6E JCT. S.H. 58 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.2 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
2011 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
181.499 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.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.7 HS Inv. Rating Method
3 HS Inv. Method
37.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29110 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. TYPE III PCB SPANS, 40ft. CLEAR RDY, TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:39:58.49 Longitude
-98:13:31.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29110 Vault Link
http://plansrv1/bridgemaintvault/b29110 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
36.66624722 Longitude DD
-98.22532222 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28695 x
-10934392.8525356 y
4392687.4963576 |
|||||||||||||||||||||||||||||||||||||
| 28828 | 1008 0490EX | 28828 | — | U.S. 77 NB | CADDO CREEK | -1 | 80ft.-100ft.-80ft.-60ft.-60ft. PC BEAM 38ft. CLR RDY SK 30 | 2009 | 34.24517778 | -97.14298333 | 384.4 | 40.171 | — | 5 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28679 BRKEY
28828 NBI No.
28828 On Under
1 Structure No.
1008 0490EX Control No.
008 Lane Ind.
E Milepoint
04900 Facility Carried
U.S. 77 NB Feature Intersected
CADDO CREEK Division
07 County
019 Location
4.89 MILES N. OF SH-199 Sufficiency
90.1 Kind Hwy
2 Level Service
1 Route No.
0077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
1350 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
384.4 Deck Width
40.171 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
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65 HS Inv. Rating Method
3 HS Inv. Method
25 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28828 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-100ft.-80ft.-60ft.-60ft. PC BEAM 38ft. CLR RDY SK 30 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7859 Latitude
34:14:42.64 Longitude
-97:08:34.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
28828 Vault Link
http://plansrv1/bridgemaintvault/b28828 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.24517778 Longitude DD
-97.14298333 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28679 x
-10813907.4384351 y
4061771.11519873 |
|||||||||||||||||||||||||||||||||||||
| 28825 | 5414 0669 X | 28825 | — | S.H. 56 | LITTLE GREEN LEAF CREEK | -1 | 3-12ft. X 12ft. X 86ft. | 2007 | 35.43138333 | -96.33178889 | 37.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | 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 | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28676 BRKEY
28825 NBI No.
28825 On Under
1 Structure No.
5414 0669 X Control No.
014 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 56 Feature Intersected
LITTLE GREEN LEAF CREEK Division
03 County
107 Location
6.8 E OF SEMINOLE CO Sufficiency
99.4 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
2007 ADT Total
950 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
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 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
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1520 Future ADT Year
2042 Bypass Detour
8.09998 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
28825 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
3-12ft. X 12ft. X 86ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:25:52.98 Longitude
-96:19:54.44 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
28825 Vault Link
http://plansrv1/bridgemaintvault/b28825 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.43138333 Longitude DD
-96.33178889 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28676 x
-10723605.6864399 y
4222660.04642742 |
|||||||||||||||||||||||||||||||||||||
| 29106 | 5706 0486 X | 29106 | — | U.S. 60 | SAND CREEK | -1 | 115ft.-115ft.-100ft. PC BEAM SPAN WITH 44ft. CLEAR ROADWAY WIDTH | 2011 | 36.7375 | -96.30055556 | 330 | 46.001 | — | 1 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28674 BRKEY
29106 NBI No.
29106 On Under
1 Structure No.
5706 0486 X Control No.
006 Lane Ind.
Milepoint
04860 Facility Carried
U.S. 60 Feature Intersected
SAND CREEK Division
08 County
113 Location
4.8N JCT. S.H. 11 Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
330 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.4 HS Inv. Rating Method
3 HS Inv. Method
50.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
11.8 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
29106 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
115ft.-115ft.-100ft. PC BEAM SPAN WITH 44ft. CLEAR ROADWAY WIDTH Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8205 Latitude
36:44:15 Longitude
-96:18:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29106 Vault Link
http://plansrv1/bridgemaintvault/b29106 GIS FO/SD
Meets Standards H Inv. Method
50.4 Latitude DD
36.7375 Longitude DD
-96.30055556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28674 x
-10720128.8080485 y
4402580.56016552 |
|||||||||||||||||||||||||||||||||||||
| 29103 | 5408R0398 X | 29103 | — | S.H. 27 | N. CANADIAN RIVER | 105ft.- 5-125ft. -105ft.-105ft. TYPE J PCB SPAN W/40ft. CL. RDY. | 2008 | 35.333333 | -96.3 | 815 | 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 | Not applicable (N) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2006 | 5 | Unmatched | |
|
Raw data
OBJECTID
28671 BRKEY
29103 NBI No.
29103 On Under
1 Structure No.
5408R0398 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
-1 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
800 ADT Year
2006 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
815 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.
9 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
N Deck Geometry
7 Underclearance
N Bridge Posting
_ Waterway Adequacy
6 Approach Alignment
8 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
1280 Future ADT Year
2026 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29103 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ 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
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
100 Latitude
35:20:00 Longitude
-96:18:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 27 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29103 Vault Link
http://plansrv1/bridgemaintvault/b29103 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.333333 Longitude DD
-96.3 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28671 x
-10720066.9633922 y
4209272.54057837 |
|||||||||||||||||||||||||||||||||||||
| 29010 | 1937 2120 X | 29010 | — | S.H. 66 | I-44 (TURNER TP) UNDER | -1 | 112ft.-136ft.-136-112 PLATE GIRDER SPANS,40ft.CL.RDWY.W/F-SHAPED PARAPETS SKEWED 60 | 2011 | 35.913611 | -96.295833 | 496 | 43 | — | 2 | 60 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | 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) | A | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28667 BRKEY
29010 NBI No.
29010 On Under
1 Structure No.
1937 2120 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 66 Feature Intersected
I-44 (TURNER TP) UNDER Division
08 County
037 Location
9.6NE JCT S.H. 48 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
2011 ADT Total
3600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
496 Deck Width
43 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 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
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5760 Future ADT Year
2042 Bypass Detour
5.999985 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1711 Max Measured Clearance
1801 Min Measured Clearance
1710 NBI Rating
29010 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
112ft.-136ft.-136-112 PLATE GIRDER SPANS,40ft.CL.RDWY.W/F-SHAPED PARAPETS SKEWED 60 Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
93.289 Latitude
35:54:49 Longitude
-96:17:45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68.20 NBI Text
29010 Vault Link
http://plansrv1/bridgemaintvault/b29010 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.913611 Longitude DD
-96.295833 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28667 x
-10719603.0950741 y
4288740.88048876 |
|||||||||||||||||||||||||||||||||||||
| 29007 | 5412 1126 X | 29007 | — | S.H. 48 | DEEP FORK N. CANADIAN R | -1 | 4-100ft. TYPE IV PC BEAM SPANS SK 30 LF W/40ft. CLR. RDY. & TR-4 TRAFFIC RAIL | 2010 | 35.63575278 | -96.38761389 | 403.301 | 42.201 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | 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) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28664 BRKEY
29007 NBI No.
29007 On Under
1 Structure No.
5412 1126 X Control No.
012 Lane Ind.
Milepoint
11260 Facility Carried
S.H. 48 Feature Intersected
DEEP FORK N. CANADIAN R Division
03 County
107 Location
10.8 MI. N. JCT U.S. 62 Sufficiency
94.6 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
2010 ADT Total
1200 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
403.301 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
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
54.700002 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
29007 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
4-100ft. TYPE IV PC BEAM SPANS SK 30 LF W/40ft. CLR. RDY. & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4014 Latitude
35:38:08.71 Longitude
-96:23:15.41 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
29007 Vault Link
http://plansrv1/bridgemaintvault/b29007 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
35.63575278 Longitude DD
-96.38761389 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28664 x
-10729820.0970135 y
4250616.573706 |
|||||||||||||||||||||||||||||||||||||
| 29101 | 1820 1739 X | 29101 | — | S.H. 10 | BRUSH CREEK | -1 | 65X80X65 TYPE IV PC BEAM SPAN X 40ft. CL. RDWY. / TR-4 TRAFFIC RAIL | 2009 | 36.88767222 | -95.41047778 | 210 | 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) | 95.7 | 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 | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28651 BRKEY
29101 NBI No.
29101 On Under
1 Structure No.
1820 1739 X Control No.
020 Lane Ind.
Milepoint
17390 Facility Carried
S.H. 10 Feature Intersected
BRUSH CREEK Division
08 County
035 Location
1.2E NOWATA C/L Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
250 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
400 Future ADT Year
2042 Bypass Detour
80.000004 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
29101 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65X80X65 TYPE IV PC BEAM SPAN X 40ft. CL. RDWY. / TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9757 Latitude
36:53:15.62 Longitude
-95:24:37.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29101 Vault Link
http://plansrv1/bridgemaintvault/b29101 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.88767222 Longitude DD
-95.41047778 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28651 x
-10621045.8028125 y
4423461.28727161 |
|||||||||||||||||||||||||||||||||||||
| 29100 | 3534 0989 X | 29100 | — | S.H. 78 | BRUSHY CREEK | -1 | 100ft. TYPE IV PC BEAM SPAN W/ 40ft. CLR. RDWY. & TR-4 TRAFFIC RAIL | 2011 | 34.23655556 | -96.54546111 | 100.499 | 40 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Very good (8) | Satisfactory (6) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28650 BRKEY
29100 NBI No.
29100 On Under
1 Structure No.
3534 0989 X Control No.
034 Lane Ind.
Milepoint
09890 Facility Carried
S.H. 78 Feature Intersected
BRUSHY CREEK Division
03 County
069 Location
.5 S. JUNCTION SH 48A Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
1300 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
100.499 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.
1 Deck Rating
6 Super Rating
9 Sub Rating
8 Chan. Rating
9 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
2080 Future ADT Year
2042 Bypass Detour
16.799958 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
29100 ODOT County
35 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
100ft. TYPE IV PC BEAM SPAN W/ 40ft. CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9332 Latitude
34:14:11.6 Longitude
-96:32:43.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29100 Vault Link
http://plansrv1/bridgemaintvault/b29100 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.23655556 Longitude DD
-96.54546111 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28650 x
-10747391.569167 y
4060610.05919618 |
|||||||||||||||||||||||||||||||||||||
| 29099 | 5614 0407 X | 29099 | — | S.H. 16 | SALT CREEK | -1 | 60ft. - 80ft. - 60ft. PC BEAM | 2011 | 35.74083333 | -96.11972222 | 200.499 | 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) | 99.3 | 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 | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28649 BRKEY
29099 NBI No.
29099 On Under
1 Structure No.
5614 0407 X Control No.
014 Lane Ind.
Milepoint
04070 Facility Carried
S.H. 16 Feature Intersected
SALT CREEK Division
01 County
111 Location
4.07 E CREEK C/L Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00016 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
2011 ADT Total
2500 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
200.499 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
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.1 HS Inv. Rating Method
3 HS Inv. Method
36.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
3.5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29099 ODOT County
56 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
60ft. - 80ft. - 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8846 Latitude
35:44:27 Longitude
-96:07:11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14-0407 NBI Text
29099 Vault Link
http://plansrv1/bridgemaintvault/b29099 GIS FO/SD
Meets Standards H Inv. Method
36.2 Latitude DD
35.74083333 Longitude DD
-96.11972222 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28649 x
-10699998.5327213 y
4265018.78641295 |