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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 06592 | 2106 1883WX | 6592 | — | U.S. 59 SB | GRAND LAKE/SAILBOAT | 2106 1883WX | 25-37.1 M SPANS POST-TENSIONED SEGMENTAL BOX GIRDER | 1938 | 36.638317 | -94.814742 | 3044 | 41 | — | 25 | 0 | 2 | 33 | 6 - Prestressed Concrete Continuous | Segmental Box Girder (21) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5200 | 2022 | 2 | Bridge #9 Matched |
|
Raw data
OBJECTID
6274 BRKEY
6592 NBI No.
6592 On Under
1 Structure No.
2106 1883WX Control No.
006 Lane Ind.
W Milepoint
18830 Facility Carried
U.S. 59 SB Feature Intersected
GRAND LAKE/SAILBOAT Division
08 County
041 Location
19.1 MI N SH20 Sufficiency
88.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
5200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
25 Road Width
33 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
6 - Prestressed Concrete Continuous Design
21 Length
3044 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
47.8 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06592 ODOT County
21 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
5 Description
25-37.1 M SPANS POST-TENSIONED SEGMENTAL BOX GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2106 1883WX H Index
91.9402 Latitude
36:38:17.94 Longitude
-94:48:53.07 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
21 - Segmental Box Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
06592 Vault Link
http://plansrv1/bridgemaintvault/b06592 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
36.638317 Longitude DD
-94.814742 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6274 x
-10554728.7991356 y
4388812.03552479 |
|||||||||||||||||||||||||||||||||||||
| 06591 | 0720R0001 X | 6591 | — | S.H. 78 | RED RIVER | 0720 0001 X | 8-210ft. HI. TRUSS & 4-100ft. PONY TRUSS SPANS | 1938 | 33.752989 | -96.196214 | 2107.94 | 28.379 | — | 8 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 31.4 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2018 | 1 | Unmatched |
|
Raw data
OBJECTID
6273 BRKEY
6591 NBI No.
6591 On Under
1 Structure No.
0720R0001 X Control No.
020 Lane Ind.
Milepoint
00010 Facility Carried
S.H. 78 Feature Intersected
RED RIVER Division
02 County
013 Location
OKLA.TEXAS STATE LINE Sufficiency
31.4 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1400 ADT Year
2018 Design Load
H 10 Skew
0 No. Main Spans
8 Road Width
23.999 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
3 - Steel Design
10 Length
2107.94 Deck Width
28.379 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2038 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
213645 Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1602 Min Measured Clearance
1511 NBI Rating
06591 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
8-210ft. HI. TRUSS & 4-100ft. PONY TRUSS SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0720 0001 X H Index
68.4705 Latitude
33:45:10.76 Longitude
-96:11:46.37 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 78 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
1 Local Bridge ID
065 NBI Text
06591 Vault Link
http://plansrv1/bridgemaintvault/b06591 GIS FO/SD
SD H Inv. Method
17.7 Latitude DD
33.752989 Longitude DD
-96.196214 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6273 x
-10708513.5587208 y
3995682.51232783 |
|||||||||||||||||||||||||||||||||||||
| 06589 | 4504R0187EX | 6589 | — | U.S. 70 NB | LITTLE RIVER | 4504 0187EX | 210ft. HIGH TRUSS, 10-80ft. PONY TRUSS SPANS | 1938 | 33.94075 | -94.75898611 | 1012.139 | 26.001 | — | 11 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22.7 | Serious (3) | Fair (5) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
6271 BRKEY
6589 NBI No.
6589 On Under
1 Structure No.
4504R0187EX Control No.
004 Lane Ind.
E Milepoint
01870 Facility Carried
U.S. 70 NB Feature Intersected
LITTLE RIVER Division
02 County
089 Location
5.8 MI E-N JCT US259 Sufficiency
22.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
5950 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
11 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
1012.139 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.4 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
Y Existing Posting
1509 Max Measured Clearance
1609 Min Measured Clearance
1609 NBI Rating
06589 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HIGH TRUSS, 10-80ft. PONY TRUSS SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0187EX H Index
63.2477 Latitude
33:56:26.7 Longitude
-94:45:32.35 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 NB Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08 NBI Text
06589 Vault Link
http://plansrv1/bridgemaintvault/b06589 GIS FO/SD
SD H Inv. Method
14.1 Latitude DD
33.94075 Longitude DD
-94.75898611 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6271 x
-10548522.0818521 y
4020848.97068716 |
|||||||||||||||||||||||||||||||||||||
| 06498 | 6123R0968 X | 6498 | — | S.H. 63 | CREEK | 6123R0968 X | 24ft.,29ft.,24ft. I-BM. TIMBER SPANS | 1938 | 34.71666667 | -95.89 | 79.068 | 16.001 | — | 3 | 0 | 2 | 16.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Wood or Timber (8) | Posted for load (P) | 12.2 | Critical (2) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 260 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
6270 BRKEY
6498 NBI No.
6498 On Under
1 Structure No.
6123R0968 X Control No.
023 Lane Ind.
Milepoint
09680 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
121 Location
9.9 MI E JCT US 69 Sufficiency
12.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
16.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
260 ADT Year
2001 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
16.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
8 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
16.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
7.937 HS Inv. Rating Method
2 HS Inv. Method
7.937 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2018 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
08NANA Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
06498 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
24ft.,29ft.,24ft. I-BM. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6123R0968 X H Index
53.9718 Latitude
34:43:00 Longitude
-95:53:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 63 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
81 NBI Text
06498 Vault Link
http://plansrv1/bridgemaintvault/b06498 GIS FO/SD
SD H Inv. Method
7.937 Latitude DD
34.71666667 Longitude DD
-95.89 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6270 x
-10674425.972167 y
4125443.62819728 |
|||||||||||||||||||||||||||||||||||||
| 06402 | 6714 1042 X | 6402 | — | S.H. 9 | CREEK | 6714 1042 X | (12ft.-14ft.-12ft.)X 10ft.X 30ft. RDY RC BOX WITH HANDRAILS | 1938 | 35.22954167 | -96.52306389 | 41.995 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6264 BRKEY
6402 NBI No.
6402 On Under
1 Structure No.
6714 1042 X Control No.
014 Lane Ind.
Milepoint
10420 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
133 Location
3.4 MI W JCT SH 56 Sufficiency
64.9 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
14.912909 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
06402 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 30ft. RDY RC BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6714 1042 X H Index
95.4159 Latitude
35:13:46.35 Longitude
-96:31:23.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06402 Vault Link
http://plansrv1/bridgemaintvault/b06402 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.22954167 Longitude DD
-96.52306389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6264 x
-10744898.3220414 y
4195118.858474 |
|||||||||||||||||||||||||||||||||||||
| 06401 | 4006 0697 X | 6401 | — | U.S. 59 | CREEK | 4006 0697 X | (12ft. - 14ft. - 12ft.) X 9ft. X 153ft. RCB | 1938 | 35.11829167 | -94.65341389 | 42.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 55.4 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6263 BRKEY
6401 NBI No.
6401 On Under
1 Structure No.
4006 0697 X Control No.
006 Lane Ind.
Milepoint
06970 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
6.97 N JCT US-271 Sufficiency
55.4 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.001 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
1938 ADT Total
9900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
62.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
1.864114 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
06401 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 9ft. X 153ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0697 X H Index
97.5118 Latitude
35:07:05.85 Longitude
-94:39:12.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
046 NBI Text
06401 Vault Link
http://plansrv1/bridgemaintvault/b06401 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.11829167 Longitude DD
-94.65341389 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6263 x
-10536769.8360798 y
4179968.15171012 |
|||||||||||||||||||||||||||||||||||||
| 06400 | 1810 0428 X | 6400 | — | U.S. 69 | CREEK | 1810 0428 X | (12ft.-14ft.-12ft.) X 6ft. X 210ft. R.C. BOX WITH PARAPET | 1938 | 36.56943056 | -95.21985833 | 47.9 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 54.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6262 BRKEY
6400 NBI No.
6400 On Under
1 Structure No.
1810 0428 X Control No.
010 Lane Ind.
Milepoint
04280 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
035 Location
4.3 MI N MAYES C/L Sufficiency
54.5 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
4500 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.6 HS Inv. Rating Method
1 HS Inv. Method
21.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
34.175415 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
06400 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 6ft. X 210ft. R.C. BOX WITH PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1810 0428 X H Index
93.1905 Latitude
36:34:09.95 Longitude
-95:13:11.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06400 Vault Link
http://plansrv1/bridgemaintvault/b06400 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
36.56943056 Longitude DD
-95.21985833 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6262 x
-10599826.1427032 y
4379259.69054861 |
|||||||||||||||||||||||||||||||||||||
| 06399 | 4824 0374 X | 6399 | — | S.H. 199 | CREEK | 4824 0374 X | 40ft. I-BEAM | 1938 | 34.08536667 | -96.70284167 | 41.001 | 25.2 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.4 | Fair (5) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6261 BRKEY
6399 NBI No.
6399 On Under
1 Structure No.
4824 0374 X Control No.
024 Lane Ind.
Milepoint
03740 Facility Carried
S.H. 199 Feature Intersected
CREEK Division
02 County
095 Location
3.74 E JCT SH-99 Sufficiency
62.4 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
41.001 Deck Width
25.2 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
11.806053 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
06399 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4824 0374 X H Index
89.6071 Latitude
34:05:07.32 Longitude
-96:42:10.23 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 199 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
06399 Vault Link
http://plansrv1/bridgemaintvault/b06399 GIS FO/SD
FO H Inv. Method
17 Latitude DD
34.08536667 Longitude DD
-96.70284167 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6261 x
-10764911.0929669 y
4040270.45214355 |
|||||||||||||||||||||||||||||||||||||
| 06398 | 7120 0371 X | 6398 | — | S.H. 36 | TRIB. OF LITTLE DEEP RED | 7120 0371 X | 4-10ft.x4ft.x72ft. RCB w/6ft DROP E END | 1938 | 34.285967 | -98.67915 | 43.963 | 74 | — | 4 | 0 | 2 | 74 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6260 BRKEY
6398 NBI No.
6398 On Under
1 Structure No.
7120 0371 X Control No.
020 Lane Ind.
Milepoint
03710 Facility Carried
S.H. 36 Feature Intersected
TRIB. OF LITTLE DEEP RED Division
05 County
141 Location
3.7 MI N JCT U.S. 70 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
730 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
74 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
43.963 Deck Width
74 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
123.7 HS Inv. Rating Method
3 HS Inv. Method
95.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1040 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06398 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.x4ft.x72ft. RCB w/6ft DROP E END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0371 X H Index
94.4547 Latitude
34:17:09.48 Longitude
-98:40:44.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06398 Vault Link
http://plansrv1/bridgemaintvault/b06398 GIS FO/SD
Meets Standards H Inv. Method
95.3 Latitude DD
34.285967 Longitude DD
-98.67915 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6260 x
-10984912.7299131 y
4067265.34734945 |
|||||||||||||||||||||||||||||||||||||
| 06588 | 3402R0767 X | 6588 | — | U.S. 70 | BEAVER CREEK O'FLOW | 3402R0767 X | 100ft. PONY TRUSS & 13-40ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS | 1938 | 34.15833333 | -98.00666667 | 624.016 | 33.999 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.3 | Fair (5) | Serious (3) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6252 BRKEY
6588 NBI No.
6588 On Under
1 Structure No.
3402R0767 X Control No.
002 Lane Ind.
Milepoint
07670 Facility Carried
U.S. 70 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
067 Location
7.8 MI E COTTON C/L Sufficiency
41.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
2200 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
624.016 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
22.818 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2200 Future ADT Year
2017 Bypass Detour
27.961703 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06588 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
100ft. PONY TRUSS & 13-40ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3402R0767 X H Index
100 Latitude
34:09:30 Longitude
-98:00:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06588 Vault Link
http://plansrv1/bridgemaintvault/b06588 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
34.15833333 Longitude DD
-98.00666667 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6252 x
-10910052.2280505 y
4050082.18990094 |
|||||||||||||||||||||||||||||||||||||
| 06587 | 1908R0180 X | 6587 | — | U.S. 75A | BNSF RR UNDER | 1908 0180 X | 5-40ft.,2-60ft.,62ft., 5-4 | 1938 | 35.88138889 | -96.06055556 | 583.99 | 32.001 | — | 13 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 9.4 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3400 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
6251 BRKEY
6587 NBI No.
6587 On Under
1 Structure No.
1908R0180 X Control No.
008 Lane Ind.
Milepoint
01800 Facility Carried
U.S. 75A Feature Intersected
BNSF RR UNDER Division
08 County
037 Location
1.9 MI N OKMULGEE C/L Sufficiency
9.4 Kind Hwy
2 Level Service
2 Route No.
0075A Service Type On
5 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
3400 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
13 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
9.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
583.99 Deck Width
32.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
4 Bridge Posting
1 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
16.05 HS Inv. Rating Method
1 HS Inv. Method
16 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2036 Bypass Detour
22.990734 School Bus Rte.
1 Posted Weight
161616 Posted Speed Limit
40 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06587 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
5-40ft.,2-60ft.,62ft., 5-4 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1908 0180 X H Index
56.4293 Latitude
35:52:53 Longitude
-96:03:38 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75A Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
06587 Vault Link
http://plansrv1/bridgemaintvault/b06587 GIS FO/SD
SD H Inv. Method
16 Latitude DD
35.88138889 Longitude DD
-96.06055556 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6251 x
-10693412.1302582 y
4284312.91591852 |
|||||||||||||||||||||||||||||||||||||
| 06586 | 0710R0759 X | 6586 | — | U.S. 70 | BLUE RIVER | 0710 0759 X | 140ft. HI. TRUSS & 9-40ft. I-BM. SPANS | 1938 | 33.99744722 | -96.24143889 | 504.921 | 28.829 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 48.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
6250 BRKEY
6586 NBI No.
6586 On Under
1 Structure No.
0710R0759 X Control No.
010 Lane Ind.
Milepoint
07590 Facility Carried
U.S. 70 Feature Intersected
BLUE RIVER Division
02 County
013 Location
7.7 MI E JCT US 69 BUS Sufficiency
48.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
4200 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
504.921 Deck Width
28.829 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.652 HS Inv. Rating Method
1 HS Inv. Method
27.337 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2031 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
14.9 Max Measured Clearance
15.2 Min Measured Clearance
15.1 NBI Rating
06586 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.421 Rt. Curb SW
1.421 Description
140ft. HI. TRUSS & 9-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0710 0759 X H Index
62.1718 Latitude
33:59:50.81 Longitude
-96:14:29.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
043 NBI Text
06586 Vault Link
http://plansrv1/bridgemaintvault/b06586 GIS FO/SD
Meets Standards H Inv. Method
17.747 Latitude DD
33.99744722 Longitude DD
-96.24143889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6250 x
-10713547.9704468 y
4028459.2553008 |
|||||||||||||||||||||||||||||||||||||
| 06585 | 5412R1109 X | 6585 | — | S.H. 48 | DEEP FORK CREEK O'FLOW | 5412 1109 X | 12-40ft. I-BM. SPANS | 1938 | 35.63311389 | -96.38763333 | 480.971 | 26.903 | — | 12 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.1 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
6249 BRKEY
6585 NBI No.
6585 On Under
1 Structure No.
5412R1109 X Control No.
012 Lane Ind.
Milepoint
11090 Facility Carried
S.H. 48 Feature Intersected
DEEP FORK CREEK O'FLOW Division
03 County
107 Location
10.7 MI N JCT US 62 Sufficiency
40.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1400 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
480.971 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.399 HS Inv. Rating Method
1 HS Inv. Method
36.927 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2028 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06585 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5412 1109 X H Index
82.1504 Latitude
35:37:59.21 Longitude
-96:23:15.48 I257A
_ I257B
1 I257C
_ I257D
1 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06585 Vault Link
http://plansrv1/bridgemaintvault/b06585 GIS FO/SD
SD H Inv. Method
26.015 Latitude DD
35.63311389 Longitude DD
-96.38763333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6249 x
-10729822.2610644 y
4250255.13462661 |
|||||||||||||||||||||||||||||||||||||
| 06584 | 4504R0259EX | 6584 | — | U.S. 70/US-259/SH3 | LITTLE RIVER O'FLOW | 4504 0259EX | (12) 36ft. WF BEAM | 1938 | 33.9511 | -94.75748333 | 434.101 | 27.001 | — | 12 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
6248 BRKEY
6584 NBI No.
6584 On Under
1 Structure No.
4504R0259EX Control No.
004 Lane Ind.
E Milepoint
02590 Facility Carried
U.S. 70/US-259/SH3 Feature Intersected
LITTLE RIVER O'FLOW Division
02 County
089 Location
2.6MI E-N JCT US259/US70 Sufficiency
75.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
5950 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
434.101 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.037 HS Inv. Rating Method
1 HS Inv. Method
30.644 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06584 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(12) 36ft. WF BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0259EX H Index
88.3094 Latitude
33:57:03.96 Longitude
-94:45:26.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-70 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12 NBI Text
06584 Vault Link
http://plansrv1/bridgemaintvault/b06584 GIS FO/SD
Meets Standards H Inv. Method
20.503 Latitude DD
33.9511 Longitude DD
-94.75748333 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6248 x
-10548354.7931477 y
4022237.83929335 |
|||||||||||||||||||||||||||||||||||||
| 06583 | 1708R0319 X | 6583 | — | U.S. 277 | DEEP RED CREEK | 1708 0319 X | 3-80ft. PT,2-60ft. I-BM | 1938 | 34.22027222 | -98.45293333 | 368.11 | 27.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 47.3 | Poor (4) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 600 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
6247 BRKEY
6583 NBI No.
6583 On Under
1 Structure No.
1708R0319 X Control No.
008 Lane Ind.
Milepoint
03190 Facility Carried
U.S. 277 Feature Intersected
DEEP RED CREEK Division
07 County
033 Location
3.1 N JCT US 70 Sufficiency
47.3 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
600 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
10 Length
368.11 Deck Width
27.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
1 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
14.03 HS Inv. Rating Method
1 HS Inv. Method
14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2036 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
141333 Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06583 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-80ft. PT,2-60ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708 0319 X H Index
66.5123 Latitude
34:13:12.98 Longitude
-98:27:10.56 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 277 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19 NBI Text
06583 Vault Link
http://plansrv1/bridgemaintvault/b06583 GIS FO/SD
SD H Inv. Method
13.01 Latitude DD
34.22027222 Longitude DD
-98.45293333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6247 x
-10959730.4053997 y
4058417.69182332 |
|||||||||||||||||||||||||||||||||||||
| 06396 | 7120 0301 X | 6396 | — | S.H. 36 | CREEK | 7120 0301 X | (12ft.-14ft.-12ft.)x10ft.x30ft. RDY. R.C.B., SK. 30 DEG. R.F. W/ CONCRETE TRAFFIC RAIL | 1938 | 34.275775 | -98.67918611 | 47.9 | 32.001 | — | 3 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | 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 | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6240 BRKEY
6396 NBI No.
6396 On Under
1 Structure No.
7120 0301 X Control No.
020 Lane Ind.
Milepoint
03010 Facility Carried
S.H. 36 Feature Intersected
CREEK Division
05 County
141 Location
3.0 MI N JCT U.S. 70 Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
520 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.257 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06396 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)x10ft.x30ft. RDY. R.C.B., SK. 30 DEG. R.F. W/ CONCRETE TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0301 X H Index
90.9636 Latitude
34:16:32.79 Longitude
-98:40:45.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06396 Vault Link
http://plansrv1/bridgemaintvault/b06396 GIS FO/SD
Meets Standards H Inv. Method
18.739 Latitude DD
34.275775 Longitude DD
-98.67918611 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6240 x
-10984916.7496599 y
4065892.25411274 |
|||||||||||||||||||||||||||||||||||||
| 06582 | 5228R0215 X | 6582 | — | U.S. 177 | RED ROCK CREEK | 5228R0215 X | 3-100ft. PONY TRUSS SPANS SK 53 DEG. 18ft.05ft. | 1901 | 36.49333333 | -97.07333333 | 310.039 | 25 | — | 3 | 37 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 20.5 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3680 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6228 BRKEY
6582 NBI No.
6582 On Under
1 Structure No.
5228R0215 X Control No.
028 Lane Ind.
Milepoint
02150 Facility Carried
U.S. 177 Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
2.3 MI N JCT SH15 W Sufficiency
20.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
3680 ADT Year
1999 Design Load
H 15 Skew
37 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
310.039 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
0 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
0 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
0 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
06582 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PONY TRUSS SPANS SK 53 DEG. 18ft.05ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0215 X H Index
100 Latitude
36:29:36 Longitude
-97:04:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06582 Vault Link
http://plansrv1/bridgemaintvault/b06582 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
36.49333333 Longitude DD
-97.07333333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6228 x
-10806154.0359013 y
4368717.33837697 |
|||||||||||||||||||||||||||||||||||||
| 06581 | 4902R1435WX | 6581 | — | U.S. 69 | PRYOR CREEK | 4902T1435WX | 140ft. HIGH TRUSS & 4-40ft. I-BM. SPANS | 1938 | 36.30666667 | -95.31666667 | 305.118 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.9 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6250 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6227 BRKEY
6581 NBI No.
6581 On Under
1 Structure No.
4902R1435WX Control No.
002 Lane Ind.
W Milepoint
14350 Facility Carried
U.S. 69 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
2.1 MI S JCT SH 20 Sufficiency
23.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
6250 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
56.001 Span Type Main
M Material
3 - Steel Design
10 Length
305.118 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5650 Future ADT Year
2017 Bypass Detour
27.961703 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06581 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
140ft. HIGH TRUSS & 4-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4902T1435WX H Index
100 Latitude
36:18:24 Longitude
-95:19:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06581 Vault Link
http://plansrv1/bridgemaintvault/b06581 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.30666667 Longitude DD
-95.31666667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6227 x
-10610602.7978166 y
4342900.69425803 |
|||||||||||||||||||||||||||||||||||||
| 06580 | 0804R1226NX | 6580 | — | U.S. 62 | DELWARE CREEK | 0804 1226NX | 9-34ft. I-BM. SPANS | 1938 | 35.07166667 | -98.175 | 307.087 | 27.001 | — | 9 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
6226 BRKEY
6580 NBI No.
6580 On Under
1 Structure No.
0804R1226NX Control No.
004 Lane Ind.
N Milepoint
12260 Facility Carried
U.S. 62 Feature Intersected
DELWARE CREEK Division
07 County
015 Location
4.8 MI W GRADY C/L Sufficiency
34 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
3100 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
9 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
307.087 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.265 HS Inv. Rating Method
1 HS Inv. Method
38.581 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2026 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
06580 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0804 1226NX H Index
83.9983 Latitude
35:04:18 Longitude
-98:10:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11 NBI Text
06580 Vault Link
http://plansrv1/bridgemaintvault/b06580 GIS FO/SD
SD H Inv. Method
28.329 Latitude DD
35.07166667 Longitude DD
-98.175 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6226 x
-10928791.0086296 y
4173624.62824909 |
|||||||||||||||||||||||||||||||||||||
| 06579 | 5412R1126 X | 6579 | — | S.H. 48 | DEEP FORK N CANADIAN RIV | 5412 1126 X | 160ft. HIGH TRUSS & 2- | 1938 | 35.63575 | -96.38761389 | 285.105 | 24.934 | — | 1 | 0 | 2 | 23.95 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 29.8 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
6225 BRKEY
6579 NBI No.
6579 On Under
1 Structure No.
5412R1126 X Control No.
012 Lane Ind.
Milepoint
11260 Facility Carried
S.H. 48 Feature Intersected
DEEP FORK N CANADIAN RIV Division
03 County
107 Location
10.8 MI N JCT US 62 Sufficiency
29.8 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1400 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.95 Span Type Main
M Material
3 - Steel Design
10 Length
285.105 Deck Width
24.934 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2028 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06579 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
160ft. HIGH TRUSS & 2- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5412 1126 X H Index
60.9128 Latitude
35:38:08.7 Longitude
-96:23:15.41 I257A
_ I257B
1 I257C
_ I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06579 Vault Link
http://plansrv1/bridgemaintvault/b06579 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.63575 Longitude DD
-96.38761389 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6225 x
-10729820.0970135 y
4250616.19293332 |
|||||||||||||||||||||||||||||||||||||
| 06578 | 1516R0940 X | 6578 | — | S.H. 48 | CLEAR BOGGY CREEK O'FLOW | 1516 0940 X | 7-40ft. I-BM SPANS | 1938 | 34.54860833 | -96.40705556 | 280.84 | 26.903 | — | 7 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.9 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
6224 BRKEY
6578 NBI No.
6578 On Under
1 Structure No.
1516R0940 X Control No.
016 Lane Ind.
Milepoint
09400 Facility Carried
S.H. 48 Feature Intersected
CLEAR BOGGY CREEK O'FLOW Division
03 County
029 Location
9.3 MI N JOHNSON CL Sufficiency
62.9 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1300 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
280.84 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.572 HS Inv. Rating Method
1 HS Inv. Method
32.187 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2030 Bypass Detour
26.09759 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
06578 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-40ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1516 0940 X H Index
74.8342 Latitude
34:32:54.99 Longitude
-96:24:25.4 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06578 Vault Link
http://plansrv1/bridgemaintvault/b06578 GIS FO/SD
SD H Inv. Method
22.708 Latitude DD
34.54860833 Longitude DD
-96.40705556 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6224 x
-10731984.333818 y
4102706.7644191 |
|||||||||||||||||||||||||||||||||||||
| 06577 | 4504R0235EX | 6577 | — | U.S. 70/US-259/SH3 | LITTLE RIVER O'FLOW | 4504 0235EX | (8) 36ft. WF BEAM | 1938 | 33.94851667 | -94.7581 | 288.999 | 27.001 | — | 8 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
6223 BRKEY
6577 NBI No.
6577 On Under
1 Structure No.
4504R0235EX Control No.
004 Lane Ind.
E Milepoint
02350 Facility Carried
U.S. 70/US-259/SH3 Feature Intersected
LITTLE RIVER O'FLOW Division
02 County
089 Location
2.4MI E-N JCT US259/US70 Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
5950 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
288.999 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.352 HS Inv. Rating Method
1 HS Inv. Method
32.077 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2034 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
06577 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(8) 36ft. WF BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0235EX H Index
95.8578 Latitude
33:56:54.66 Longitude
-94:45:29.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-70 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
06577 Vault Link
http://plansrv1/bridgemaintvault/b06577 GIS FO/SD
Meets Standards H Inv. Method
21.495 Latitude DD
33.94851667 Longitude DD
-94.7581 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6223 x
-10548423.4405381 y
4021891.16589867 |
|||||||||||||||||||||||||||||||||||||
| 06576 | 5228R0231 X | 6576 | — | U.S. 177 | RED ROCK CREEK O'FLOW | 5228R0231 X | 7-40ft. I-BM. SPANS | 1901 | 36.49666667 | -97.07333333 | 280.84 | 27.001 | — | 7 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3680 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6204 BRKEY
6576 NBI No.
6576 On Under
1 Structure No.
5228R0231 X Control No.
028 Lane Ind.
Milepoint
02310 Facility Carried
U.S. 177 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
2.4 MI N JCT SH15 W Sufficiency
46.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
3680 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
280.84 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
0 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
0 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
0 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
06576 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0231 X H Index
100 Latitude
36:29:48 Longitude
-97:04:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06576 Vault Link
http://plansrv1/bridgemaintvault/b06576 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.49666667 Longitude DD
-97.07333333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6204 x
-10806154.0359013 y
4369178.91527153 |
|||||||||||||||||||||||||||||||||||||
| 06575 | 4914R0495 X | 6575 | — | S.H. 28 | PRYOR CREEK | 4914 0495 X | 100ft. PONY TRUSS, 2-6 | 1938 | 36.4378 | -95.34624722 | 274.934 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
6203 BRKEY
6575 NBI No.
6575 On Under
1 Structure No.
4914R0495 X Control No.
014 Lane Ind.
Milepoint
04950 Facility Carried
S.H. 28 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
5.1 MI E ROGERS CO Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
3000 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
274.934 Deck Width
25 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
14.991 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2029 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
151515 Posted Speed Limit
45 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06575 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS, 2-6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0495 X H Index
48.2369 Latitude
36:26:16.08 Longitude
-95:20:46.49 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06575 Vault Link
http://plansrv1/bridgemaintvault/b06575 GIS FO/SD
SD H Inv. Method
14.991 Latitude DD
36.4378 Longitude DD
-95.34624722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6203 x
-10613895.68958 y
4361030.40297124 |
|||||||||||||||||||||||||||||||||||||
| 06574 | 3402R0758 X | 6574 | — | U.S. 70 | BEAVER CREEK | 3402R0758 X | 100ft. PONY TRUSS & 4-40ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS | 1938 | 34.15833333 | -98.00833333 | 264.108 | 33.999 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.3 | Fair (5) | Serious (3) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6202 BRKEY
6574 NBI No.
6574 On Under
1 Structure No.
3402R0758 X Control No.
002 Lane Ind.
Milepoint
07580 Facility Carried
U.S. 70 Feature Intersected
BEAVER CREEK Division
07 County
067 Location
7.7 MI E COTTON C/L Sufficiency
41.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
5 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
2200 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
264.108 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
22.818 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2200 Future ADT Year
2017 Bypass Detour
27.961703 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06574 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
100ft. PONY TRUSS & 4-40ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3402R0758 X H Index
100 Latitude
34:09:30 Longitude
-98:00:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06574 Vault Link
http://plansrv1/bridgemaintvault/b06574 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
34.15833333 Longitude DD
-98.00833333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6202 x
-10910237.759793 y
4050082.18990094 |
|||||||||||||||||||||||||||||||||||||
| 06573 | 0804R1056NX | 6573 | — | U.S. 62 | TONKAWA CREEK | 0804 1056NX | 7-36ft. I-BM. SPANS | 1938 | 35.07166667 | -98.205 | 253.937 | 27.001 | — | 7 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.3 | Fair (5) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
6201 BRKEY
6573 NBI No.
6573 On Under
1 Structure No.
0804R1056NX Control No.
004 Lane Ind.
N Milepoint
10560 Facility Carried
U.S. 62 Feature Intersected
TONKAWA CREEK Division
07 County
015 Location
6.5 MI W GRADY C/L Sufficiency
48.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
3100 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
253.937 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.013 HS Inv. Rating Method
1 HS Inv. Method
32.408 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2026 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
06573 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0804 1056NX H Index
81.7537 Latitude
35:04:18 Longitude
-98:12:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
9 NBI Text
06573 Vault Link
http://plansrv1/bridgemaintvault/b06573 GIS FO/SD
SD H Inv. Method
24.03 Latitude DD
35.07166667 Longitude DD
-98.205 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6201 x
-10932130.5933534 y
4173624.62824909 |
|||||||||||||||||||||||||||||||||||||
| 06572 | 4902R1465WX | 6572 | — | U.S. 69 | PRYOR CREEK OFLOW | 4902T1465WX | 6-40ft. I-BM. SPANS | 1938 | 36.30666667 | -95.31666667 | 241.142 | 27.001 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6250 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6200 BRKEY
6572 NBI No.
6572 On Under
1 Structure No.
4902R1465WX Control No.
002 Lane Ind.
W Milepoint
14650 Facility Carried
U.S. 69 Feature Intersected
PRYOR CREEK OFLOW Division
08 County
097 Location
1.8 MI S JCT SH 20 Sufficiency
25.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
6250 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
56.001 Span Type Main
M Material
3 - Steel Design
02 Length
241.142 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5650 Future ADT Year
2017 Bypass Detour
27.961703 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06572 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4902T1465WX H Index
100 Latitude
36:18:24 Longitude
-95:19:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06572 Vault Link
http://plansrv1/bridgemaintvault/b06572 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.30666667 Longitude DD
-95.31666667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6200 x
-10610602.7978166 y
4342900.69425803 |
|||||||||||||||||||||||||||||||||||||
| 06479 | 3810 1470 X | 6479 | — | S.H. 9 | CREEK | 3810 1470 X | 6-10ft. X 7ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1938 | 35.01559444 | -99.08478056 | 67.913 | 32.001 | — | 6 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6197 BRKEY
6479 NBI No.
6479 On Under
1 Structure No.
3810 1470 X Control No.
010 Lane Ind.
Milepoint
14700 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
05 County
075 Location
14.7 MI E GREER C/L Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
67.913 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.903 HS Inv. Rating Method
1 HS Inv. Method
32.298 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
27.961703 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
06479 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
6-10ft. X 7ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3810 1470 X H Index
88.9608 Latitude
35:00:56.14 Longitude
-99:05:05.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
06479 Vault Link
http://plansrv1/bridgemaintvault/b06479 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.01559444 Longitude DD
-99.08478056 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6197 x
-11030067.3173024 y
4166000.56816071 |
|||||||||||||||||||||||||||||||||||||
| 06478 | 4902R1376WX | 6478 | — | U.S. 69 | CREEK | 4902T1376WX | 60ft. I-BM. SPAN WITH 2-18ft. SAFETY CURBS | 1938 | 36.30666667 | -95.31666667 | 61.024 | 31.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.9 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6250 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6196 BRKEY
6478 NBI No.
6478 On Under
1 Structure No.
4902R1376WX Control No.
002 Lane Ind.
W Milepoint
13760 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
097 Location
2.9 MI S JCT SH 20 Sufficiency
41.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1938 ADT Total
6250 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
56.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5650 Future ADT Year
2017 Bypass Detour
27.961703 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06478 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM. SPAN WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4902T1376WX H Index
100 Latitude
36:18:24 Longitude
-95:19:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06478 Vault Link
http://plansrv1/bridgemaintvault/b06478 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.30666667 Longitude DD
-95.31666667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6196 x
-10610602.7978166 y
4342900.69425803 |
|||||||||||||||||||||||||||||||||||||
| 06568 | 0710R1029 X | 6568 | — | U.S. 70 | CADDO CREEK | 0710 1029 X | 100ft. PONY TRUSS & 40ft.-60ft. I-BM. SPANS | 1938 | 34.00506944 | -96.19361667 | 204.068 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 30.1 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
6178 BRKEY
6568 NBI No.
6568 On Under
1 Structure No.
0710R1029 X Control No.
010 Lane Ind.
Milepoint
10290 Facility Carried
U.S. 70 Feature Intersected
CADDO CREEK Division
02 County
013 Location
10.5 MI E OF US 69 BUS Sufficiency
30.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
4100 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
204.068 Deck Width
27.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.203 HS Inv. Rating Method
1 HS Inv. Method
26.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2030 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
06568 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
100ft. PONY TRUSS & 40ft.-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0710 1029 X H Index
75.7062 Latitude
34:00:18.25 Longitude
-96:11:37.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
06568 Vault Link
http://plansrv1/bridgemaintvault/b06568 GIS FO/SD
SD H Inv. Method
17.968 Latitude DD
34.00506944 Longitude DD
-96.19361667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6178 x
-10708224.4252678 y
4029482.74838256 |
|||||||||||||||||||||||||||||||||||||
| 06566 | 1904 1036 X | 6566 | — | S.H. 66 | POLECAT CREEK | 1904 1036 X | 56ft.-68ft.-56ft.CONI-BM | 1938 | 35.919597 | -96.281883 | 181.102 | 45.932 | — | 3 | 0 | 2 | 43.963 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6176 BRKEY
6566 NBI No.
6566 On Under
1 Structure No.
1904 1036 X Control No.
004 Lane Ind.
Milepoint
10360 Facility Carried
S.H. 66 Feature Intersected
POLECAT CREEK Division
08 County
037 Location
10.3 MI NE JCT SH 48 Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
3600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.963 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
181.102 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
6.213712 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
06566 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
56ft.-68ft.-56ft.CONI-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1904 1036 X H Index
90.6345 Latitude
35:55:10.55 Longitude
-96:16:54.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06566 Vault Link
http://plansrv1/bridgemaintvault/b06566 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.919597 Longitude DD
-96.281883 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6176 x
-10718050.1881775 y
4289563.67561769 |
|||||||||||||||||||||||||||||||||||||
| 06565 | 1516R0911 X | 6565 | — | S.H. 48 | CLEAR BOGGY CREEK | 1516 0911 X | 100ft. PONY TRUSS & 2- | 1938 | 34.54417222 | -96.40802778 | 185.039 | 24.934 | — | 1 | 0 | 2 | 23.95 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.1 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
6175 BRKEY
6565 NBI No.
6565 On Under
1 Structure No.
1516R0911 X Control No.
016 Lane Ind.
Milepoint
09110 Facility Carried
S.H. 48 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
029 Location
9.0 MI N JOHNSON CL Sufficiency
32.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1300 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.95 Span Type Main
M Material
3 - Steel Design
10 Length
185.039 Deck Width
24.934 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.376 HS Inv. Rating Method
1 HS Inv. Method
21.936 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2030 Bypass Detour
26.09759 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
06565 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS & 2- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1516 0911 X H Index
68.294 Latitude
34:32:39.02 Longitude
-96:24:28.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06565 Vault Link
http://plansrv1/bridgemaintvault/b06565 GIS FO/SD
SD H Inv. Method
14.771 Latitude DD
34.54417222 Longitude DD
-96.40802778 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6175 x
-10732092.5608534 y
4102107.21956119 |
|||||||||||||||||||||||||||||||||||||
| 06564 | 4402R0424 X | 6564 | — | U.S. 62 | NORTH FORK WALNUT CREEK | 4402R0424 X | 40ft.,60ft.2-40ft. I-BM. SPANS | 1938 | 35.16333333 | -97.615 | 181.102 | 27.001 | — | 4 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 3 | Critical (2) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6156 BRKEY
6564 NBI No.
6564 On Under
1 Structure No.
4402R0424 X Control No.
002 Lane Ind.
Milepoint
04240 Facility Carried
U.S. 62 Feature Intersected
NORTH FORK WALNUT CREEK Division
03 County
087 Location
4.2 MI.NE. GRADY CL Sufficiency
3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
6600 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
27.001 Bridge Open Closed
D TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6200 Future ADT Year
2017 Bypass Detour
14.912909 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06564 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,60ft.2-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4402R0424 X H Index
100 Latitude
35:09:48 Longitude
-97:36:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06564 Vault Link
http://plansrv1/bridgemaintvault/b06564 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.16333333 Longitude DD
-97.615 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6156 x
-10866452.0937854 y
4186099.70374815 |
|||||||||||||||||||||||||||||||||||||
| 06562 | 1516 0861 X | 6562 | — | S.H. 48 | O'FLOW | 1516 0861 X | 4-40ft.I-BM SPANS | 1938 | 34.53703611 | -96.40775833 | 161.089 | 26.903 | — | 4 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6154 BRKEY
6562 NBI No.
6562 On Under
1 Structure No.
1516 0861 X Control No.
016 Lane Ind.
Milepoint
08610 Facility Carried
S.H. 48 Feature Intersected
O'FLOW Division
03 County
029 Location
8.5 MI N JOHNSTON CL Sufficiency
78.7 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
23.95 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
3 - Steel Design
02 Length
161.089 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
26.09759 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
06562 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-40ft.I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1516 0861 X H Index
94.3509 Latitude
34:32:13.33 Longitude
-96:24:27.93 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
06562 Vault Link
http://plansrv1/bridgemaintvault/b06562 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.53703611 Longitude DD
-96.40775833 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6154 x
-10732062.5658166 y
4101142.83395361 |
|||||||||||||||||||||||||||||||||||||
| 06560 | 6220R0031 X | 6560 | — | S.H. 48 | LEADER CREEK | 6220R0031 X | 5-30ft. I-BM. SPANS | 1938 | 34.685 | -96.42666667 | 150.919 | 22.999 | — | 5 | 0 | 2 | 20.299 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.3 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 430 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6152 BRKEY
6560 NBI No.
6560 On Under
1 Structure No.
6220R0031 X Control No.
020 Lane Ind.
Milepoint
00310 Facility Carried
S.H. 48 Feature Intersected
LEADER CREEK Division
03 County
123 Location
0.4 MI N C/L Sufficiency
15.3 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20.299 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
430 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
20.299 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
25.794 HS Inv. Rating Method
2 HS Inv. Method
25.794 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
375 Future ADT Year
2017 Bypass Detour
29.825817 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06560 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6220R0031 X H Index
100 Latitude
34:41:06 Longitude
-96:25:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06560 Vault Link
http://plansrv1/bridgemaintvault/b06560 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
34.685 Longitude DD
-96.42666667 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6152 x
-10734167.4325971 y
4121155.87204527 |
|||||||||||||||||||||||||||||||||||||
| 06558 | 1704R1518 X | 6558 | — | U.S. 70 | WHISKEY CREEK | 1704 1518 X | 40ft.-60ft.-40ft. I-BM SPANS | 1938 | 34.15888889 | -98.19055556 | 142.06 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.4 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6132 BRKEY
6558 NBI No.
6558 On Under
1 Structure No.
1704R1518 X Control No.
004 Lane Ind.
Milepoint
15180 Facility Carried
U.S. 70 Feature Intersected
WHISKEY CREEK Division
07 County
033 Location
2.9 W JEFFERSON C/L Sufficiency
61.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06558 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
40ft.-60ft.-40ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1704 1518 X H Index
76.298 Latitude
34:09:32 Longitude
-98:11:26 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
14 NBI Text
06558 Vault Link
http://plansrv1/bridgemaintvault/b06558 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.15888889 Longitude DD
-98.19055556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6132 x
-10930522.6456478 y
4050156.92787477 |
|||||||||||||||||||||||||||||||||||||
| 06557 | 5730R1228 X | 6557 | — | S.H. 99 | BIRCH CREEK | 5730 1228 X | 40ft.-60ft.-40ft. I-BM. SPANS | 1938 | 36.574469 | -96.311192 | 141.076 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.4 | Fair (5) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
6131 BRKEY
6557 NBI No.
6557 On Under
1 Structure No.
5730R1228 X Control No.
030 Lane Ind.
Milepoint
12280 Facility Carried
S.H. 99 Feature Intersected
BIRCH CREEK Division
08 County
113 Location
1.4 MI. S. JCT. SH11 Sufficiency
49.4 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
2200 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.163 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2037 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
06557 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5730 1228 X H Index
65.4664 Latitude
36:34:28.09 Longitude
-96:18:40.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06557 Vault Link
http://plansrv1/bridgemaintvault/b06557 GIS FO/SD
SD H Inv. Method
20.944 Latitude DD
36.574469 Longitude DD
-96.311192 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6131 x
-10721312.8511332 y
4379958.07194592 |
|||||||||||||||||||||||||||||||||||||
| 06556 | 0710 1101 X | 6556 | — | U.S. 70 | ROCK CREEK | 0710 1101 X | 40ft. - 60ft. - 40ft. I-BEAM SK 30° | 1938 | 34.00735833 | -96.18300556 | 143.002 | 40 | — | 3 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.5 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6130 BRKEY
6556 NBI No.
6556 On Under
1 Structure No.
0710 1101 X Control No.
010 Lane Ind.
Milepoint
11010 Facility Carried
U.S. 70 Feature Intersected
ROCK CREEK Division
02 County
013 Location
11.01 E JCT SH-78 Sufficiency
90.5 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
4200 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
143.002 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
44 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
24.233476 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
06556 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
1.201 Rt. Curb SW
1.201 Description
40ft. - 60ft. - 40ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0710 1101 X H Index
88.7384 Latitude
34:00:26.49 Longitude
-96:10:58.82 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
046 NBI Text
06556 Vault Link
http://plansrv1/bridgemaintvault/b06556 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.00735833 Longitude DD
-96.18300556 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6130 x
-10707043.2019058 y
4029790.11287324 |
|||||||||||||||||||||||||||||||||||||
| 06555 | 4726R1081 X | 6555 | — | U.S. 412 | BARNEY CREEK | 4726R1081 X | 40ft.-60ft.-40ft. I-BM. SPANS | 1938 | 36.39 | -98.70666667 | 141.076 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Failed (0) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6129 BRKEY
6555 NBI No.
6555 On Under
1 Structure No.
4726R1081 X Control No.
026 Lane Ind.
Milepoint
10810 Facility Carried
U.S. 412 Feature Intersected
BARNEY CREEK Division
06 County
093 Location
11.0 MI E JCT US 281 Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
2200 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
27.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06555 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4726R1081 X H Index
56.2201 Latitude
36:23:24 Longitude
-98:42:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06555 Vault Link
http://plansrv1/bridgemaintvault/b06555 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.39 Longitude DD
-98.70666667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6129 x
-10987975.8716058 y
4354418.3206602 |
|||||||||||||||||||||||||||||||||||||
| 06553 | 6714R1078 X | 6553 | — | S.H. 9 | COON CREEK | 6714R1078 X | 40ft.-50ft.-40ft. I-BM. SPANS | 1938 | 35.23103889 | -96.51690556 | 130.906 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31.6 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6127 BRKEY
6553 NBI No.
6553 On Under
1 Structure No.
6714R1078 X Control No.
014 Lane Ind.
Milepoint
10780 Facility Carried
S.H. 9 Feature Intersected
COON CREEK Division
03 County
133 Location
3 MI W SH 56 Sufficiency
31.6 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
2500 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2600 Future ADT Year
2017 Bypass Detour
14.912909 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06553 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6714R1078 X H Index
100 Latitude
35:13:51.74 Longitude
-96:31:00.86 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06553 Vault Link
http://plansrv1/bridgemaintvault/b06553 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.23103889 Longitude DD
-96.51690556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6127 x
-10744212.7798817 y
4195322.90058621 |
|||||||||||||||||||||||||||||||||||||
| 06551 | 4902R1505WX | 6551 | — | U.S. 69 | STINK CREEK | 4902T1505WX | 3-40ft. I-BM. SPANS | 1938 | 36.30666667 | -95.31666667 | 121.063 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6250 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6107 BRKEY
6551 NBI No.
6551 On Under
1 Structure No.
4902R1505WX Control No.
002 Lane Ind.
W Milepoint
15050 Facility Carried
U.S. 69 Feature Intersected
STINK CREEK Division
08 County
097 Location
1.4 MI S JCT SH 20 Sufficiency
25.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
6250 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
56.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5650 Future ADT Year
2017 Bypass Detour
27.961703 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06551 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4902T1505WX H Index
100 Latitude
36:18:24 Longitude
-95:19:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06551 Vault Link
http://plansrv1/bridgemaintvault/b06551 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.30666667 Longitude DD
-95.31666667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6107 x
-10610602.7978166 y
4342900.69425803 |
|||||||||||||||||||||||||||||||||||||
| 06550 | 5412R1086 X | 6550 | — | S.H. 48 | DEEP FORK CREEK O'FLOW | 5412 1086 X | 3-40ft. I-BM. SPANS | 1938 | 35.62995 | -96.38766111 | 121.063 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
6106 BRKEY
6550 NBI No.
6550 On Under
1 Structure No.
5412R1086 X Control No.
012 Lane Ind.
Milepoint
10860 Facility Carried
S.H. 48 Feature Intersected
DEEP FORK CREEK O'FLOW Division
03 County
107 Location
10.4 MI N JCT US 62 Sufficiency
21 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1400 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.399 HS Inv. Rating Method
1 HS Inv. Method
36.927 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2028 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06550 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5412 1086 X H Index
63.9199 Latitude
35:37:47.82 Longitude
-96:23:15.58 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06550 Vault Link
http://plansrv1/bridgemaintvault/b06550 GIS FO/SD
SD H Inv. Method
26.015 Latitude DD
35.62995 Longitude DD
-96.38766111 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6106 x
-10729825.3535198 y
4249821.80395306 |
|||||||||||||||||||||||||||||||||||||
| 06549 | 6220R0954 X | 6549 | — | S.H. 48 | MUDDY BOGGY CREEK | 6220 0954 X | 29ft.-60ft.-32ft. I-BM SPA | 1938 | 34.80685278 | -96.42291944 | 122.047 | 22.966 | — | 3 | 0 | 2 | 21.982 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 19.1 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
6105 BRKEY
6549 NBI No.
6549 On Under
1 Structure No.
6220R0954 X Control No.
020 Lane Ind.
Milepoint
09540 Facility Carried
S.H. 48 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
123 Location
9.6 MI N COAL C/L Sufficiency
19.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
750 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
122.047 Deck Width
22.966 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
27.337 HS Inv. Rating Method
1 HS Inv. Method
16.424 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2026 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
172745 Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06549 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
29ft.-60ft.-32ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6220 0954 X H Index
57.1829 Latitude
34:48:24.67 Longitude
-96:25:22.51 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06549 Vault Link
http://plansrv1/bridgemaintvault/b06549 GIS FO/SD
SD H Inv. Method
10.582 Latitude DD
34.80685278 Longitude DD
-96.42291944 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6105 x
-10733750.2928616 y
4137664.08845843 |
|||||||||||||||||||||||||||||||||||||
| 06548 | 6416 0886 X | 6548 | — | S.H. 3 | MILL CREEK | 6416 0886 X | 31ft. - 60ft. - 31ft. I-BEAM SK 45° | 1938 | 34.20038333 | -95.46346667 | 122.582 | 42.169 | — | 3 | 45 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6104 BRKEY
6548 NBI No.
6548 On Under
1 Structure No.
6416 0886 X Control No.
016 Lane Ind.
Milepoint
08860 Facility Carried
S.H. 3 Feature Intersected
MILL CREEK Division
02 County
127 Location
8.86 E JCT US-271 Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
2900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
122.582 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63.3 HS Inv. Rating Method
3 HS Inv. Method
48.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4640 Future ADT Year
2042 Bypass Detour
42.253241 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
06548 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.083 Rt. Curb SW
1.083 Description
31ft. - 60ft. - 31ft. I-BEAM SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 0886 X H Index
98.9642 Latitude
34:12:01.38 Longitude
-95:27:48.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
057 NBI Text
06548 Vault Link
http://plansrv1/bridgemaintvault/b06548 GIS FO/SD
Meets Standards H Inv. Method
48.7 Latitude DD
34.20038333 Longitude DD
-95.46346667 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6104 x
-10626944.499065 y
4055740.45276717 |
|||||||||||||||||||||||||||||||||||||
| 06547 | 4914R0490 X | 6547 | — | S.H. 28 | PRYOR CREEK OFLOW | 4914 0490 X | 3-40ft. I-BM. SPANS | 1938 | 36.43780278 | -95.3472 | 121.063 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17 | Serious (3) | Serious (3) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
6103 BRKEY
6547 NBI No.
6547 On Under
1 Structure No.
4914R0490 X Control No.
014 Lane Ind.
Milepoint
04900 Facility Carried
S.H. 28 Feature Intersected
PRYOR CREEK OFLOW Division
08 County
097 Location
5.0 MI E ROGERS CO Sufficiency
17 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
3000 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.958 HS Inv. Rating Method
1 HS Inv. Method
36.597 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2029 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06547 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0490 X H Index
52.0903 Latitude
36:26:16.09 Longitude
-95:20:49.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06547 Vault Link
http://plansrv1/bridgemaintvault/b06547 GIS FO/SD
SD H Inv. Method
25.794 Latitude DD
36.43780278 Longitude DD
-95.3472 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6103 x
-10614001.7525644 y
4361030.78764168 |
|||||||||||||||||||||||||||||||||||||
| 06451 | 0314R1489 X | 6451 | — | S.H. 7 | CREEK | 0314R1489 X | 3-10ft. CONC SLAB SPANS SK. 45 DEG. | 1938 | 34.375 | -96.15666667 | 59.055 | 25 | — | 3 | 45 | 2 | 22.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Satisfactory (6) | Serious (3) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2070 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6097 BRKEY
6451 NBI No.
6451 On Under
1 Structure No.
0314R1489 X Control No.
014 Lane Ind.
Milepoint
14890 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
02 County
005 Location
14.9 MI.E.JOHNSTON CL Sufficiency
63.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
2070 ADT Year
1999 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
22.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
59.055 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
26.786 HS Inv. Rating Method
2 HS Inv. Method
26.786 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2017 Bypass Detour
19.262507 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
06451 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. CONC SLAB SPANS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0314R1489 X H Index
100 Latitude
34:22:30 Longitude
-96:09:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06451 Vault Link
http://plansrv1/bridgemaintvault/b06451 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
34.375 Longitude DD
-96.15666667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6097 x
-10704111.1700829 y
4079267.19988828 |
|||||||||||||||||||||||||||||||||||||
| 06546 | 0514R0478 X | 6546 | — | S.H. 6 | ELK CREEK TRIB. | 0514R0478 X | 30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1938 | 35.36093056 | -99.39976389 | 121.063 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Fair (5) | Fair (5) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 1890 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6084 BRKEY
6546 NBI No.
6546 On Under
1 Structure No.
0514R0478 X Control No.
014 Lane Ind.
Milepoint
04780 Facility Carried
S.H. 6 Feature Intersected
ELK CREEK TRIB. Division
05 County
009 Location
4.9 MI.N. JCT. S.H. 152 Sufficiency
64.8 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1938 ADT Total
1890 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
8 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
39.683 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2200 Future ADT Year
2017 Bypass Detour
19.262507 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
06546 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0514R0478 X H Index
100 Latitude
35:21:39.35 Longitude
-99:23:59.15 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 6 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0922981305 NBI Text
06546 Vault Link
http://plansrv1/bridgemaintvault/b06546 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.36093056 Longitude DD
-99.39976389 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
6084 x
-11065131.1012064 y
4213038.98613493 |
|||||||||||||||||||||||||||||||||||||
| 06545 | 4402R0436 X | 6545 | — | U.S. 62 | N. FORK WALNUT CR. O'FLO | 4402R0436 X | 3-40ft. I-BM. SPANS | 1938 | 35.165 | -97.61333333 | 121.063 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.9 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6083 BRKEY
6545 NBI No.
6545 On Under
1 Structure No.
4402R0436 X Control No.
002 Lane Ind.
Milepoint
04360 Facility Carried
U.S. 62 Feature Intersected
N. FORK WALNUT CR. O'FLO Division
03 County
087 Location
4.3 MI.NE. GRADY CL Sufficiency
41.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
6600 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6200 Future ADT Year
2017 Bypass Detour
14.912909 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06545 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4402R0436 X H Index
100 Latitude
35:09:54 Longitude
-97:36:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06545 Vault Link
http://plansrv1/bridgemaintvault/b06545 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.165 Longitude DD
-97.61333333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6083 x
-10866266.5609297 y
4186326.65379758 |
|||||||||||||||||||||||||||||||||||||
| 06544 | 0710 0392 X | 6544 | — | U.S. 70 | KANALLA CREEK | 0710 0392 X | 30ft. - 60ft. - 30ft. I-BEAM | 1938 | 33.99796389 | -96.3051 | 122.001 | 42.001 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6082 BRKEY
6544 NBI No.
6544 On Under
1 Structure No.
0710 0392 X Control No.
010 Lane Ind.
Milepoint
03920 Facility Carried
U.S. 70 Feature Intersected
KANALLA CREEK Division
02 County
013 Location
3.92 E JCT SH-78 Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00070 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
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
6100 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
3 - Steel Design
02 Length
122.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9760 Future ADT Year
2042 Bypass Detour
24.233476 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
06544 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
30ft. - 60ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0710 0392 X H Index
99.7309 Latitude
33:59:52.67 Longitude
-96:18:18.36 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
042 NBI Text
06544 Vault Link
http://plansrv1/bridgemaintvault/b06544 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
33.99796389 Longitude DD
-96.3051 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6082 x
-10720634.6927953 y
4028528.62958461 |
|||||||||||||||||||||||||||||||||||||
| 06450 | 1810 0465 X | 6450 | — | U.S. 69 | BILLINGSLIE CREEK | 1810 0465 X | 50ft. I-BM. SPAN | 1938 | 36.57449167 | -95.22024444 | 50.853 | 46.001 | — | 1 | 0 | 2 | 42.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6078 BRKEY
6450 NBI No.
6450 On Under
1 Structure No.
1810 0465 X Control No.
010 Lane Ind.
Milepoint
04650 Facility Carried
U.S. 69 Feature Intersected
BILLINGSLIE CREEK Division
08 County
035 Location
4.6 MI N MAYES C/L Sufficiency
65.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
3900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 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
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
50.853 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
34.175415 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
06450 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. I-BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1810 0465 X H Index
55.2537 Latitude
36:34:28.17 Longitude
-95:13:12.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
06450 Vault Link
http://plansrv1/bridgemaintvault/b06450 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.57449167 Longitude DD
-95.22024444 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6078 x
-10599869.1242718 y
4379961.21435212 |