ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 03503 | 0118 0316 X | 3503 | — | S.H. 100 | MIDDLE BR./JENKINS CREEK | 0118 0316 X | 3-8'X 4'X 42' R.C.B. | 1932 | 35.79040556 | -94.57453333 | 26.903 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | 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 | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2987 BRKEY
3503 NBI No.
3503 On Under
1 Structure No.
0118 0316 X Control No.
018 Lane Ind.
Milepoint
03160 Facility Carried
S.H. 100 Feature Intersected
MIDDLE BR./JENKINS CREEK Division
01 County
001 Location
3.1 MI.E.JCT.US59 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.03 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
1932 ADT Total
1600 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
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
73.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
14.291537 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
-1 Min Measured Clearance
-1 NBI Rating
03503 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8'X 4'X 42' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0118 0316 X H Index
95.38 Latitude
35:47:25.46 Longitude
-94:34:28.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
03503 NBI Text
03503 Vault Link
http://plansrv1/bridgemaintvault/b03503 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
35.79040556 Longitude DD
-94.57453333 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2987 x
-10527988.8923071 y
4271819.69338953 |
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| 03502 | 5222 0290 X | 3502 | — | U.S. 177 | CREEK | 5222 0290 X | 2-10ft. X 4ft. X 86.5ft. R.C. BOX W/ APRONS & 3ft. C/W DOWNSTREAM | 1927 | 36.28883333 | -97.06766389 | 20.699 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | 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) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2986 BRKEY
3502 NBI No.
3502 On Under
1 Structure No.
5222 0290 X Control No.
022 Lane Ind.
Milepoint
02900 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
103 Location
0.1 MI S JCT US 64 Sufficiency
94.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.499 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
1927 ADT Total
6000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20.699 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.56 HS Inv. Rating Method
1 HS Inv. Method
29.73 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03502 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 86.5ft. R.C. BOX W/ APRONS & 3ft. C/W DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5222 0290 X H Index
85.9448 Latitude
36:17:19.8 Longitude
-97:04:03.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
03502 Vault Link
http://plansrv1/bridgemaintvault/b03502 GIS FO/SD
Meets Standards H Inv. Method
16.52 Latitude DD
36.28883333 Longitude DD
-97.06766389 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2986 x
-10805522.9167274 y
4340437.52088981 |
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| 03501 | 6817 0276 X | 3501 | — | S.H. 101 | ROSS BRANCH TRIB. | 6817 0276 X | (2) 10ft. X 4ft. X 25ft. CONTINUOUS CONCRETE SLAB | 1932 | 35.507075 | -94.72346389 | 22 | 27.3 | — | 2 | 0 | 2 | 25.3 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Satisfactory (6) | Satisfactory (6) | 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 | 4 | Unmatched |
|
Raw data
OBJECTID
2985 BRKEY
3501 NBI No.
3501 On Under
1 Structure No.
6817 0276 X Control No.
017 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 101 Feature Intersected
ROSS BRANCH TRIB. Division
01 County
135 Location
2.76 E JCT US-59 Sufficiency
78 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.3 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
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
25.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
22 Deck Width
27.3 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 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
59.8 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
24 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
03501 ODOT County
68 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 4ft. X 25ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6817 0276 X H Index
100 Latitude
35:30:25.47 Longitude
-94:43:24.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
17-0276 NBI Text
03501 Vault Link
http://plansrv1/bridgemaintvault/b03501 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.507075 Longitude DD
-94.72346389 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2985 x
-10544567.7664098 y
4233005.91734656 |
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| 03500 | 6817 0269 X | 3500 | — | S.H. 101 | ROSS BRANCH CREEK | 6817 0269 X | (2) 10ft. X 4ft. X 25.33ft. CONTINUOUS CONCRETE SLAB | 1932 | 35.50707222 | -94.72455 | 22.001 | 27.3 | — | 2 | 0 | 2 | 25.299 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Satisfactory (6) | Satisfactory (6) | 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 | 4 | Unmatched |
|
Raw data
OBJECTID
2984 BRKEY
3500 NBI No.
3500 On Under
1 Structure No.
6817 0269 X Control No.
017 Lane Ind.
Milepoint
02690 Facility Carried
S.H. 101 Feature Intersected
ROSS BRANCH CREEK Division
01 County
135 Location
2.69 E JCT US-59 Sufficiency
78 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.299 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
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
25.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
22.001 Deck Width
27.3 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 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
59.76 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
24 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
03500 ODOT County
68 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
(2) 10ft. X 4ft. X 25.33ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6817 0269 X H Index
92.316 Latitude
35:30:25.46 Longitude
-94:43:28.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
17-0269 NBI Text
03500 Vault Link
http://plansrv1/bridgemaintvault/b03500 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.50707222 Longitude DD
-94.72455 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2984 x
-10544688.671622 y
4233005.53718499 |
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| 03499 | 1502 0250 X | 3499 | — | U.S. 75 | CREEK | 1502 0250 X | 2-10ft.X 6ft.X 72ft. RDY R.C.BOX W/ APRONS | 1932 | 34.45001111 | -96.20918611 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2983 BRKEY
3499 NBI No.
3499 On Under
1 Structure No.
1502 0250 X Control No.
002 Lane Ind.
Milepoint
02500 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
029 Location
2.6 MI N ATOKA CO Sufficiency
93.3 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
03499 ODOT County
15 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
2-10ft.X 6ft.X 72ft. RDY R.C.BOX W/ APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0250 X H Index
94.8386 Latitude
34:27:00.04 Longitude
-96:12:33.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03499 Vault Link
http://plansrv1/bridgemaintvault/b03499 GIS FO/SD
Meets Standards H Inv. Method
68.1 Latitude DD
34.45001111 Longitude DD
-96.20918611 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2983 x
-10709957.6074005 y
4089388.77473529 |
|||||||||||||||||||||||||||||||||||||
| 03408 | 7108 0512 X | 3408 | — | U.S. 183 | SUTTLE CREEK | 7108 0512 X | 3-36ft. I-BEAM SPANS | 1931 | 34.31571111 | -99.04280278 | 108.924 | 35 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.6 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2982 BRKEY
3408 NBI No.
3408 On Under
1 Structure No.
7108 0512 X Control No.
008 Lane Ind.
Milepoint
05120 Facility Carried
U.S. 183 Feature Intersected
SUTTLE CREEK Division
05 County
141 Location
5.1 MI N JCT U.S. 70 Sufficiency
84.6 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.5 HS Inv. Rating Method
1 HS Inv. Method
28.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.068559 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
03408 ODOT County
71 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
3-36ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7108 0512 X H Index
83.544 Latitude
34:18:56.56 Longitude
-99:02:34.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03408 Vault Link
http://plansrv1/bridgemaintvault/b03408 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.31571111 Longitude DD
-99.04280278 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2982 x
-11025394.3722082 y
4071273.5051565 |
|||||||||||||||||||||||||||||||||||||
| 03407 | 3802R0223 X | 3407 | — | U.S. 62 BUS. | EAST OTTER CREEK | 3802 0223 X | 3-36ft. REINF. CONC. GIRDER SPANS | 1931 | 34.652456 | -98.995564 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 400 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
2981 BRKEY
3407 NBI No.
3407 On Under
1 Structure No.
3802R0223 X Control No.
002 Lane Ind.
Milepoint
02230 Facility Carried
U.S. 62 BUS. Feature Intersected
EAST OTTER CREEK Division
05 County
075 Location
2.3 MI NE TILLMAN C/L Sufficiency
69.7 Kind Hwy
3 Level Service
6 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1931 ADT Total
400 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
3 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
24.003 Span Type Main
M Material
1 - Concrete Design
02 Length
108.924 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
60.517 HS Inv. Rating Method
2 HS Inv. Method
37.699 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
640 Future ADT Year
2040 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03407 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-36ft. REINF. CONC. GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3802 0223 X H Index
80.0514 Latitude
34:39:08.84 Longitude
-98:59:44.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 62 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
4 Local Bridge ID
-1 NBI Text
03407 Vault Link
http://plansrv1/bridgemaintvault/b03407 GIS FO/SD
Meets Standards H Inv. Method
25.794 Latitude DD
34.652456 Longitude DD
-98.995564 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2981 x
-11020135.7752729 y
4116751.03138015 |
|||||||||||||||||||||||||||||||||||||
| 03406 | 3802R0197 X | 3406 | — | U.S. 62 BUS. | OTTER CREEK O' FLOW | 3802 0197 X | 3-36ft. REINF. CONC. GIRDER SPANS | 1931 | 34.65245278 | -99.000125 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
2980 BRKEY
3406 NBI No.
3406 On Under
1 Structure No.
3802R0197 X Control No.
002 Lane Ind.
Milepoint
01970 Facility Carried
U.S. 62 BUS. Feature Intersected
OTTER CREEK O' FLOW Division
05 County
075 Location
2.1 MI NE TILLMAN C/L Sufficiency
71.2 Kind Hwy
3 Level Service
6 Route No.
0062B Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 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
1931 ADT Total
400 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
02 Length
108.924 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
60.517 HS Inv. Rating Method
2 HS Inv. Method
37.699 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
640 Future ADT Year
2032 Bypass Detour
6.213712 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y02 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03406 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-36ft. REINF. CONC. GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3802 0197 X H Index
93.3751 Latitude
34:39:08.83 Longitude
-99:00:00.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 62 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
4 Local Bridge ID
-1 NBI Text
03406 Vault Link
http://plansrv1/bridgemaintvault/b03406 GIS FO/SD
Meets Standards H Inv. Method
25.794 Latitude DD
34.65245278 Longitude DD
-99.000125 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2980 x
-11020643.5034704 y
4116750.59563773 |
|||||||||||||||||||||||||||||||||||||
| 03405 | 2902 0032 X | 3405 | — | U.S. 62 | WEST FORK SANDY CREEK | 2902 0032 X | 3-36ft. REINF. CONC. GIRDER SPANS | 1931 | 34.68175 | -99.9947 | 108.924 | 35.299 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.9 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2979 BRKEY
3405 NBI No.
3405 On Under
1 Structure No.
2902 0032 X Control No.
002 Lane Ind.
Milepoint
00320 Facility Carried
U.S. 62 Feature Intersected
WEST FORK SANDY CREEK Division
05 County
057 Location
0.3 MI E TEXAS ST. LINE Sufficiency
62.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1931 ADT Total
900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 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
1 - Concrete Design
02 Length
108.924 Deck Width
35.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
7 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
51.147 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
78.914141 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
03405 ODOT County
29 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
2.5 Rt. Curb SW
2.5 Description
3-36ft. REINF. CONC. GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2902 0032 X H Index
76.981 Latitude
34:40:54.3 Longitude
-99:59:40.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03405 Vault Link
http://plansrv1/bridgemaintvault/b03405 GIS FO/SD
Meets Standards H Inv. Method
19.29 Latitude DD
34.68175 Longitude DD
-99.9947 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2979 x
-11131359.0860261 y
4120715.90572852 |
|||||||||||||||||||||||||||||||||||||
| 02358 | 5210R1145 X | 2358 | — | U.S. 77 | RED ROCK CREEK O'FLOW | 5210 1145 X | 19-18.5ft. CONC. SLAB SPANS W/ BACK TO BACK FLEXBEAM RAILS | 1929 | 36.45472778 | -97.28270278 | 353.166 | 22.999 | — | 19 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 36.1 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 610 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
2922 BRKEY
2358 NBI No.
2358 On Under
1 Structure No.
5210R1145 X Control No.
010 Lane Ind.
Milepoint
11450 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
11.6 MI N JCT US64 Sufficiency
36.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
610 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
19 Road Width
20 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
1 - Concrete Design
01 Length
353.166 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 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
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
42.659 HS Inv. Rating Method
2 HS Inv. Method
25.794 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
976 Future ADT Year
2027 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
213645 Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02358 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.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
19-18.5ft. CONC. SLAB SPANS W/ BACK TO BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5210 1145 X H Index
49.1135 Latitude
36:27:17.02 Longitude
-97:16:57.73 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
_ Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02358 Vault Link
http://plansrv1/bridgemaintvault/b02358 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.45472778 Longitude DD
-97.28270278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2922 x
-10829460.936463 y
4363372.96660952 |
|||||||||||||||||||||||||||||||||||||
| 02357 | 1708R1324 X | 2357 | — | U.S. 277 | WEST CACHE CREEK | 1708R1324 X | 5 SPAN P C BEAM | 1994 | 34.36166667 | -98.44666667 | 399.934 | 42.001 | — | 5 | 60 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.2 | Fair (5) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
2921 BRKEY
2357 NBI No.
2357 On Under
1 Structure No.
1708R1324 X Control No.
008 Lane Ind.
Milepoint
13240 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK Division
07 County
033 Location
.3 MI E JCT SH 5 & US 277 Sufficiency
84.2 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
800 ADT Year
1999 Design Load
HS 20 Skew
60 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
399.934 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
5 Deck Geometry
8 Underclearance
N Bridge Posting
4 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
22.818 HS Inv. Rating Method
1 HS Inv. Method
22.818 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2017 Bypass Detour
24.854848 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
02357 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5 SPAN P C BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1324 X H Index
100 Latitude
34:21:42 Longitude
-98:26:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26-17 NBI Text
02357 Vault Link
http://plansrv1/bridgemaintvault/b02357 GIS FO/SD
Meets Standards H Inv. Method
16.865 Latitude DD
34.36166667 Longitude DD
-98.44666667 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2921 x
-10959032.8039995 y
4077469.0251379 |
|||||||||||||||||||||||||||||||||||||
| 02356 | 5210R1115 X | 2356 | — | U.S. 77 | RED ROCK CREEK O'FLOW | 5210 1115 X | 13-18.5ft. CONC. SLAB SPANS W/ BACK TO BACK FLEXBEAM RAILS | 1929 | 36.45035556 | -97.28264722 | 242.126 | 22.999 | — | 13 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 10.5 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 610 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
2920 BRKEY
2356 NBI No.
2356 On Under
1 Structure No.
5210R1115 X Control No.
010 Lane Ind.
Milepoint
11150 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
11.5 MI N JCT US64 Sufficiency
10.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
610 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
13 Road Width
20 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
1 - Concrete Design
01 Length
242.126 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.14 HS Inv. Rating Method
1 HS Inv. Method
25.794 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2027 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
213645 Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02356 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.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
13-18.5ft. CONC. SLAB SPANS W/ BACK TO BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5210 1115 X H Index
33.3932 Latitude
36:27:01.28 Longitude
-97:16:57.53 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
_ Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02356 Vault Link
http://plansrv1/bridgemaintvault/b02356 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.45035556 Longitude DD
-97.28264722 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2920 x
-10829454.7515521 y
4362767.86467556 |
|||||||||||||||||||||||||||||||||||||
| 02258 | 7510R1913 X | 2258 | — | S.H. 152 | TAYLOR CREEK | 7510 1913 X | 30ft. REINF. CONC. ARCH SPAN | 1929 | 35.29075278 | -98.64988889 | 29.856 | 30 | — | 1 | 0 | 2 | 26.001 | 1 - Concrete | Arch — Deck (11) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.3 | Poor (4) | Not applicable (N) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
2912 BRKEY
2258 NBI No.
2258 On Under
1 Structure No.
7510R1913 X Control No.
010 Lane Ind.
Milepoint
19130 Facility Carried
S.H. 152 Feature Intersected
TAYLOR CREEK Division
05 County
149 Location
1.5 MI W CADDO C/L Sufficiency
41.3 Kind Hwy
3 Level Service
1 Route No.
00152 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
1929 ADT Total
1200 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
11 Length
29.856 Deck Width
30 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
18.629 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2034 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR 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
02258 ODOT County
75 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. REINF. CONC. ARCH SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7510 1913 X H Index
80.0953 Latitude
35:17:26.71 Longitude
-98:38:59.6 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
11 - Arch - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02258 Vault Link
http://plansrv1/bridgemaintvault/b02258 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.29075278 Longitude DD
-98.64988889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2912 x
-10981655.3980478 y
4203463.82117964 |
|||||||||||||||||||||||||||||||||||||
| 02257 | 6006R0684 X | 2257 | — | S.H. 33 | WILD HORSE CREEK O'FLOW | 6006 0684 X | 3-10ft.X 9ft.X 30ft. R.C.BOX W/ SLOPE-FACED RAILS | 1929 | 35.98544167 | -97.11573056 | 32.119 | 33.1 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
2911 BRKEY
2257 NBI No.
2257 On Under
1 Structure No.
6006R0684 X Control No.
006 Lane Ind.
Milepoint
06840 Facility Carried
S.H. 33 Feature Intersected
WILD HORSE CREEK O'FLOW Division
04 County
119 Location
6.9 MI E LOGAN C/L Sufficiency
65.7 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1929 ADT Total
3500 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 Deck Width
33.1 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.234 HS Inv. Rating Method
1 HS Inv. Method
32.518 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2029 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02257 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 30ft. R.C.BOX W/ SLOPE-FACED RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6006 0684 X H Index
61.941 Latitude
35:59:07.59 Longitude
-97:06:56.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02257 Vault Link
http://plansrv1/bridgemaintvault/b02257 GIS FO/SD
Meets Standards H Inv. Method
18.078 Latitude DD
35.98544167 Longitude DD
-97.11573056 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2911 x
-10810873.673956 y
4298618.35314672 |
|||||||||||||||||||||||||||||||||||||
| 02352 | 7602R0765 X | 2352 | — | U.S. 64 | WEST MOCCASIN CREEK | 7602 0765 X | 5-34ft. I-BM. SPANS | 1929 | 36.84126389 | -99.18106667 | 170.932 | 22.001 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 43.8 | 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 | 850 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
2898 BRKEY
2352 NBI No.
2352 On Under
1 Structure No.
7602R0765 X Control No.
002 Lane Ind.
Milepoint
07650 Facility Carried
U.S. 64 Feature Intersected
WEST MOCCASIN CREEK Division
06 County
151 Location
8.1 MI E HARPER CO Sufficiency
43.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
850 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
22.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
35.384 HS Inv. Rating Method
1 HS Inv. Method
21.164 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1360 Future ADT Year
2027 Bypass Detour
67.72946 School Bus Rte.
3 Posted Weight
233545 Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02352 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7602 0765 X H Index
53.1883 Latitude
36:50:28.55 Longitude
-99:10:51.84 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02352 Vault Link
http://plansrv1/bridgemaintvault/b02352 GIS FO/SD
SD H Inv. Method
13.779 Latitude DD
36.84126389 Longitude DD
-99.18106667 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2898 x
-11040785.8380381 y
4417004.05622329 |
|||||||||||||||||||||||||||||||||||||
| 02351 | 6006R0663 X | 2351 | — | S.H. 33 | WILD HORSE CREEK | 6006 0663 X | 5-34ft. I-BM. SPANS WITH SLOPED-FACE PARAPET RAILS | 1929 | 35.98543889 | -97.11932222 | 170.932 | 32.799 | — | 5 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 12.5 | Serious (3) | Satisfactory (6) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
2897 BRKEY
2351 NBI No.
2351 On Under
1 Structure No.
6006R0663 X Control No.
006 Lane Ind.
Milepoint
06630 Facility Carried
S.H. 33 Feature Intersected
WILD HORSE CREEK Division
04 County
119 Location
6.7 MI E LOGAN C/L Sufficiency
12.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1929 ADT Total
3500 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25.997 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
32.799 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
6 Super Rating
3 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.573 HS Inv. Rating Method
1 HS Inv. Method
23.81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2029 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02351 ODOT County
60 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
5-34ft. I-BM. SPANS WITH SLOPED-FACE PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6006 0663 X H Index
85.3557 Latitude
35:59:07.58 Longitude
-97:07:09.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02351 Vault Link
http://plansrv1/bridgemaintvault/b02351 GIS FO/SD
SD H Inv. Method
15.543 Latitude DD
35.98543889 Longitude DD
-97.11932222 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2897 x
-10811273.4957183 y
4298617.97069361 |
|||||||||||||||||||||||||||||||||||||
| 02350 | 6206R0339 X | 2350 | — | S.H. 1 | FRISCO R.R. UNDER | 6206R0339 X | 4-40ft. I-BM. SPANS | 1929 | 34.65166667 | -96.795 | 161.089 | 22.966 | — | 4 | 0 | 2 | 21.982 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 16.1 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1710 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2896 BRKEY
2350 NBI No.
2350 On Under
1 Structure No.
6206R0339 X Control No.
006 Lane Ind.
Milepoint
03390 Facility Carried
S.H. 1 Feature Intersected
FRISCO R.R. UNDER Division
03 County
123 Location
3.4 MI NE ROFF Sufficiency
16.1 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
2 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
1929 ADT Total
1710 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
21.982 Ref. Underclearance Rt.
R Underclearance Right
9.843 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.95 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
22.966 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2500 Future ADT Year
2017 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
233545 Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02350 ODOT County
62 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6206R0339 X H Index
59.1732 Latitude
34:39:06 Longitude
-96:47:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 1 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02350 Vault Link
http://plansrv1/bridgemaintvault/b02350 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
34.65166667 Longitude DD
-96.795 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2896 x
-10775170.1113349 y
4116644.21680354 |
|||||||||||||||||||||||||||||||||||||
| 02349 | 5706R1825 X | 2349 | — | U.S. 60 | BUCK CREEK | 5706 1825 X | 80ft. PONY TRUSS & 2-3 | 1929 | 36.75277222 | -96.09034722 | 155.84 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Satisfactory (6) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
2895 BRKEY
2349 NBI No.
2349 On Under
1 Structure No.
5706R1825 X Control No.
006 Lane Ind.
Milepoint
18250 Facility Carried
U.S. 60 Feature Intersected
BUCK CREEK Division
08 County
113 Location
5.1 MI.W.WASH.CO.LN Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00060 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
1929 ADT Total
4200 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 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
10 Length
155.84 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.
8 Deck Rating
2 Super Rating
6 Sub Rating
2 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
99 HS Inv. Rating Method
2 HS Inv. Method
20.834 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6720 Future ADT Year
2025 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02349 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS & 2-3 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 1825 X H Index
63.5293 Latitude
36:45:09.98 Longitude
-96:05:25.25 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02349 Vault Link
http://plansrv1/bridgemaintvault/b02349 GIS FO/SD
SD H Inv. Method
13.338 Latitude DD
36.75277222 Longitude DD
-96.09034722 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2895 x
-10696728.5226792 y
4404702.2199686 |
|||||||||||||||||||||||||||||||||||||
| 02256 | 6108 0425 X | 2256 | — | U.S. 270 | CREEK | 6108 0425 X | (3) 10ft. X 8ft. X 70.5ft. RCB | 1929 | 34.90665278 | -95.70860833 | 31.499 | 70.499 | — | 3 | 0 | 4 | 68.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2892 BRKEY
2256 NBI No.
2256 On Under
1 Structure No.
6108 0425 X Control No.
008 Lane Ind.
Milepoint
04250 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
121 Location
4.4 SE JCT US 69B Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 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
1929 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.499 Deck Width
70.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02256 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 8ft. X 70.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0425 X H Index
97.6947 Latitude
34:54:23.95 Longitude
-95:42:30.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
054 NBI Text
02256 Vault Link
http://plansrv1/bridgemaintvault/b02256 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
34.90665278 Longitude DD
-95.70860833 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2892 x
-10654233.5438285 y
4151202.85438188 |
|||||||||||||||||||||||||||||||||||||
| 02255 | 0904 0362 X | 2255 | — | I-40 BUS. | CREEK | 0904 0362 X | 33ft. OF 3-10ft.X 3ft. & 82ft. OF 3-10ft.X 5ft. R.C.BOX TOTAL 115ft. W/ 3ft. CURTAIN WALL | 1929 | 35.53695 | -97.99413889 | 32.152 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 4100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2891 BRKEY
2255 NBI No.
2255 On Under
1 Structure No.
0904 0362 X Control No.
004 Lane Ind.
Milepoint
03620 Facility Carried
I-40 BUS. Feature Intersected
CREEK Division
04 County
017 Location
3.5 MI. E. JCT. I40 Sufficiency
76 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1929 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.4 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02255 ODOT County
09 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft. OF 3-10ft.X 3ft. & 82ft. OF 3-10ft.X 5ft. R.C.BOX TOTAL 115ft. W/ 3ft. CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0904 0362 X H Index
98.488 Latitude
35:32:13.02 Longitude
-97:59:38.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. (OLD US 66) Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
4 Local Bridge ID
NBI Text
02255 Vault Link
http://plansrv1/bridgemaintvault/b02255 GIS FO/SD
Meets Standards H Inv. Method
18.5 Latitude DD
35.53695 Longitude DD
-97.99413889 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
2891 x
-10908657.6419601 y
4237092.04720418 |
|||||||||||||||||||||||||||||||||||||
| 02254 | 2602 0361 X | 2254 | — | U.S. 62 | CREEK | 2602 0361 X | 3-10ft. X 6ft. X 158ft. R.C. BOX | 1929 | 35.08209444 | -98.03080833 | 34.101 | 157.999 | — | 3 | 0 | 2 | 156.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 26.9 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2890 BRKEY
2254 NBI No.
2254 On Under
1 Structure No.
2602 0361 X Control No.
002 Lane Ind.
Milepoint
03610 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
3.6 MI E CADDO CO Sufficiency
26.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
156.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 Deck Width
157.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
3 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.4 HS Inv. Rating Method
1 HS Inv. Method
2.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02254 ODOT County
26 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
3-10ft. X 6ft. X 158ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 0361 X H Index
100 Latitude
35:04:55.54 Longitude
-98:01:50.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
03-26 NBI Text
02254 Vault Link
http://plansrv1/bridgemaintvault/b02254 GIS FO/SD
FO H Inv. Method
22.7 Latitude DD
35.08209444 Longitude DD
-98.03080833 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2890 x
-10912739.6653486 y
4175043.05450448 |
|||||||||||||||||||||||||||||||||||||
| 02253 | 1106 0289 X | 2253 | — | U.S. 62 | EGAN CREEK | 1106 0289 X | 3-10ft.X 8ft.X 46ft. R.C.B | 1929 | 35.960569 | -94.817292 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2889 BRKEY
2253 NBI No.
2253 On Under
1 Structure No.
1106 0289 X Control No.
006 Lane Ind.
Milepoint
02890 Facility Carried
U.S. 62 Feature Intersected
EGAN CREEK Division
01 County
021 Location
3.0 MI NE SH51 Sufficiency
83.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
1100 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
2 Fill RCB
7 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1760 Future ADT Year
2042 Bypass Detour
26.09759 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
02253 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 46ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1106 0289 X H Index
89.2014 Latitude
35:57:38.05 Longitude
-94:49:02.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
0 NBI Text
02253 Vault Link
http://plansrv1/bridgemaintvault/b02253 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.960569 Longitude DD
-94.817292 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2889 x
-10555012.6638371 y
4295197.0828037 |
|||||||||||||||||||||||||||||||||||||
| 02252 | 6206 0283 X | 2252 | — | S.H. 1 | CREEK | 6206 0283 X | 3-10ft.X7ft.X22ft. RC BOX | 1929 | 34.64611111 | -96.80153889 | 34.121 | 22.001 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2888 BRKEY
2252 NBI No.
2252 On Under
1 Structure No.
6206 0283 X Control No.
006 Lane Ind.
Milepoint
02830 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
123 Location
2.9 MI NE ROFF Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00001 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
1929 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
0 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
22.001 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.3 HS Inv. Rating Method
1 HS Inv. Method
31.4 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
39.767756 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
02252 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X7ft.X22ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6206 0283 X H Index
67.9952 Latitude
34:38:46 Longitude
-96:48:05.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02252 Vault Link
http://plansrv1/bridgemaintvault/b02252 GIS FO/SD
FO H Inv. Method
18 Latitude DD
34.64611111 Longitude DD
-96.80153889 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2888 x
-10775898.0172401 y
4115892.45001301 |
|||||||||||||||||||||||||||||||||||||
| 02251 | 1724 0268 X | 2251 | — | S.H. 53 | CREEK | 1724 0268 X | 3-10ft.X 7ft.X 44ft. R.C. BOX WITH HANDRAILS | 1929 | 34.36194444 | -98.26638889 | 33.136 | 43.999 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2887 BRKEY
2251 NBI No.
2251 On Under
1 Structure No.
1724 0268 X Control No.
024 Lane Ind.
Milepoint
02680 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
033 Location
2.7 MI E JCT SH 5 Sufficiency
92.2 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42 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
1929 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47.2 HS Inv. Rating Method
1 HS Inv. Method
28.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
16.777022 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
02251 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 44ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0268 X H Index
67.9937 Latitude
34:21:43 Longitude
-98:15:59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
64 NBI Text
02251 Vault Link
http://plansrv1/bridgemaintvault/b02251 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.36194444 Longitude DD
-98.26638889 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2887 x
-10938964.3733286 y
4077506.48315372 |
|||||||||||||||||||||||||||||||||||||
| 02344 | 6006R0647 X | 2344 | — | S.H. 33 | WILD HORSE CREEK O'FLOW | 6006 0647 X | (4-10ft.X 5ft. & 7-10ft.X 6ft.) X 30ft. R.C.BOX W/ SLOPED-FACE PARAPET RAILS | 1929 | 35.98543611 | -97.12233333 | 120 | 33.166 | — | 11 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
2872 BRKEY
2344 NBI No.
2344 On Under
1 Structure No.
6006R0647 X Control No.
006 Lane Ind.
Milepoint
06470 Facility Carried
S.H. 33 Feature Intersected
WILD HORSE CREEK O'FLOW Division
04 County
119 Location
6.5 MI E LOGAN C/L Sufficiency
53.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
N 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
1929 ADT Total
3500 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
11 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
120 Deck Width
33.166 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
40.565 HS Inv. Rating Method
3 HS Inv. Method
31.306 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5600 Future ADT Year
2029 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02344 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4-10ft.X 5ft. & 7-10ft.X 6ft.) X 30ft. R.C.BOX W/ SLOPED-FACE PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6006 0647 X H Index
65.7377 Latitude
35:59:07.57 Longitude
-97:07:20.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02344 Vault Link
http://plansrv1/bridgemaintvault/b02344 GIS FO/SD
Meets Standards H Inv. Method
17.417 Latitude DD
35.98543611 Longitude DD
-97.12233333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2872 x
-10811608.6909502 y
4298617.58824051 |
|||||||||||||||||||||||||||||||||||||
| 02343 | 6206R0210 X | 2343 | — | S.H. 1 | BLUE RIVER | 6206 0210 X | 120ft. HI. TRUSS SPAN | 1929 | 34.63930833 | -96.81145556 | 124.016 | 20.997 | — | 1 | 0 | 2 | 20.013 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 37.9 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
2871 BRKEY
2343 NBI No.
2343 On Under
1 Structure No.
6206R0210 X Control No.
006 Lane Ind.
Milepoint
02100 Facility Carried
S.H. 1 Feature Intersected
BLUE RIVER Division
03 County
123 Location
2.1 MI NE ROFF Sufficiency
37.9 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
19.685 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
1929 ADT Total
2200 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20.013 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.152 Span Type Main
M Material
3 - Steel Design
10 Length
124.016 Deck Width
20.997 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
35.715 HS Inv. Rating Method
2 HS Inv. Method
20.834 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2026 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
223545 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02343 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
120ft. HI. TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6206 0210 X H Index
58.766 Latitude
34:38:21.51 Longitude
-96:48:41.24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02343 Vault Link
http://plansrv1/bridgemaintvault/b02343 GIS FO/SD
Meets Standards H Inv. Method
13.889 Latitude DD
34.63930833 Longitude DD
-96.81145556 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2871 x
-10777001.9358948 y
4114971.98061472 |
|||||||||||||||||||||||||||||||||||||
| 02342 | 5210R1098 X | 2342 | — | U.S. 77 | RED ROCK CREEK O'FLOW | 5210 1098 X | 6-18.5ft. CONC. SLAB SPANS W/ BACK TO BACK FLEXBEAM RAILS | 1929 | 36.44780278 | -97.28264167 | 113.579 | 22.999 | — | 6 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 21.7 | Serious (3) | Serious (3) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 610 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
2870 BRKEY
2342 NBI No.
2342 On Under
1 Structure No.
5210R1098 X Control No.
010 Lane Ind.
Milepoint
10980 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
11.3 MI N JCT US64 Sufficiency
21.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
610 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
20 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
1 - Concrete Design
01 Length
113.579 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.14 HS Inv. Rating Method
1 HS Inv. Method
25.794 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2027 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
213645 Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02342 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
6-18.5ft. CONC. SLAB SPANS W/ BACK TO BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5210 1098 X H Index
47.3073 Latitude
36:26:52.09 Longitude
-97:16:57.51 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
_ Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02342 Vault Link
http://plansrv1/bridgemaintvault/b02342 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.44780278 Longitude DD
-97.28264167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2870 x
-10829454.1337289 y
4362414.58346706 |
|||||||||||||||||||||||||||||||||||||
| 02250 | 2646 0090 X | 2250 | — | U.S. 81 BUS. | CREEK | 2646 0090 X | 3-10ft.X 8ft.X 50ft. R.C.B | 1929 | 34.77886667 | -97.95617222 | 35.098 | 50 | — | 3 | 0 | 2 | 47.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2868 BRKEY
2250 NBI No.
2250 On Under
1 Structure No.
2646 0090 X Control No.
046 Lane Ind.
Milepoint
00900 Facility Carried
U.S. 81 BUS. Feature Intersected
CREEK Division
07 County
051 Location
0.1 MI S SH17 Sufficiency
92.9 Kind Hwy
3 Level Service
6 Route No.
0081B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 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
1929 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
35.098 Deck Width
50 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.2 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02250 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 50ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2646 0090 X H Index
99.7928 Latitude
34:46:43.92 Longitude
-97:57:22.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
4 Local Bridge ID
87-26 NBI Text
02250 Vault Link
http://plansrv1/bridgemaintvault/b02250 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.77886667 Longitude DD
-97.95617222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2868 x
-10904431.2115886 y
4133870.46636047 |
|||||||||||||||||||||||||||||||||||||
| 02249 | 2002 0038NXF | 2249 | — | I-40 FRONTAGE RD. | CREEK | 2002 0038NXF | 34ft. STEEL I-BEAM SPAN | 1929 | 35.46992222 | -99.13788889 | 38.058 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2867 BRKEY
2249 NBI No.
2249 On Under
1 Structure No.
2002 0038NXF Control No.
002 Lane Ind.
N Milepoint
00380 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
CREEK Division
05 County
039 Location
0.4 MI N WASHITA C/L Sufficiency
97.4 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
38.058 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y 2 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02249 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft. STEEL I-BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
2002 0038NXF H Index
80.3099 Latitude
35:28:11.72 Longitude
-99:08:16.4 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
-1 NBI Text
02249 Vault Link
http://plansrv1/bridgemaintvault/b02249 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.46992222 Longitude DD
-99.13788889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2867 x
-11035979.3095549 y
4227926.49484941 |
|||||||||||||||||||||||||||||||||||||
| 02339 | 0204R1489 X | 2339 | — | U.S. 64 | SPRING CREEK | 0204 1489 X | 4-26ft. IBm Sp.s | 1929 | 36.66637222 | -98.25689722 | 104.987 | 23.199 | — | 4 | 0 | 2 | 21.201 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.8 | 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) | C | 2000 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
2849 BRKEY
2339 NBI No.
2339 On Under
1 Structure No.
0204R1489 X Control No.
004 Lane Ind.
Milepoint
14890 Facility Carried
U.S. 64 Feature Intersected
SPRING CREEK Division
06 County
003 Location
0.2 MI.W.JCT.SH58 Sufficiency
61.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.201 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
1929 ADT Total
2000 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
21.201 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.006 Span Type Main
M Material
3 - Steel Design
02 Length
104.987 Deck Width
23.199 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
5 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.321 HS Inv. Rating Method
1 HS Inv. Method
26.015 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2031 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02339 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-26ft. IBm Sp.s Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0204 1489 X H Index
68.0008 Latitude
36:39:58.94 Longitude
-98:15:24.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02339 Vault Link
http://plansrv1/bridgemaintvault/b02339 GIS FO/SD
Meets Standards H Inv. Method
14.551 Latitude DD
36.66637222 Longitude DD
-98.25689722 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2849 x
-10937907.7654574 y
4392704.84390712 |
|||||||||||||||||||||||||||||||||||||
| 02338 | 1504R1044 X | 2338 | — | U.S. 75 | CEDAR CREEK | 1504R1044 X | 3-36ft. I-BM. SPANS,NEW STRUCTURE UNDER CONST.BRF-189(44) | 1929 | 34.725 | -96.26166667 | 108.924 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 21 | Critical (2) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2848 BRKEY
2338 NBI No.
2338 On Under
1 Structure No.
1504R1044 X Control No.
004 Lane Ind.
Milepoint
10440 Facility Carried
U.S. 75 Feature Intersected
CEDAR CREEK Division
03 County
029 Location
10.7 MI N SH3 Sufficiency
21 Kind Hwy
2 Level Service
1 Route No.
00075 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
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
500 ADT Year
1999 Design Load
H 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
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
31.001 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
400 Future ADT Year
2017 Bypass Detour
42.253241 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
02338 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
1.499 Rt. Curb SW
1.499 Description
3-36ft. I-BM. SPANS,NEW STRUCTURE UNDER CONST.BRF-189(44) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1504R1044 X H Index
100 Latitude
34:43:30 Longitude
-96:15:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02338 Vault Link
http://plansrv1/bridgemaintvault/b02338 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.725 Longitude DD
-96.26166667 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2848 x
-10715799.7166162 y
4126572.25735525 |
|||||||||||||||||||||||||||||||||||||
| 02337 | 0908R0785WX | 2337 | — | U.S. 81 SB | SIX MILE CREEK | 0908 0785WX | 3-34ft. I-BM. SPANS | 1929 | 35.4793 | -97.93811944 | 103.018 | 35 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.5 | 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 | 5100 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
2847 BRKEY
2337 NBI No.
2337 On Under
1 Structure No.
0908R0785WX Control No.
008 Lane Ind.
W Milepoint
07850 Facility Carried
U.S. 81 SB Feature Intersected
SIX MILE CREEK Division
04 County
017 Location
2.0 MI. S. JCT. SH 66 Sufficiency
25.5 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 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
1929 ADT Total
5100 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
32.001 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
35 Bridge Open Closed
A TSF Rail
1 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
5 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
38.691 HS Inv. Rating Method
1 HS Inv. Method
23.149 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2024 Bypass Detour
29.204446 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
02337 ODOT County
09 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
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0908 0785WX H Index
75.695 Latitude
35:28:45.48 Longitude
-97:56:17.23 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 81 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02337 Vault Link
http://plansrv1/bridgemaintvault/b02337 GIS FO/SD
SD H Inv. Method
15.102 Latitude DD
35.4793 Longitude DD
-97.93811944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2847 x
-10902421.5853116 y
4229208.3767453 |
|||||||||||||||||||||||||||||||||||||
| 02336 | 0506R0689 X | 2336 | — | I-40 BUS. | ELK CREEK | 0506 0686 X | 3-34ft. I-BEAM SPANS | 1929 | 35.41165 | -99.402344 | 103.018 | 57.999 | — | 3 | 0 | 4 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 9600 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
2846 BRKEY
2336 NBI No.
2336 On Under
1 Structure No.
0506R0689 X Control No.
006 Lane Ind.
Milepoint
06890 Facility Carried
I-40 BUS. Feature Intersected
ELK CREEK Division
05 County
009 Location
I-40 BUS. 0.15 E JCT SH 6 Sufficiency
60.6 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1929 ADT Total
9600 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
57.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.5 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15360 Future ADT Year
2039 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02336 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
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
3-34ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0506 0686 X H Index
84.8245 Latitude
35:24:41.94 Longitude
-99:24:08.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
4 Local Bridge ID
W NBI Text
02336 Vault Link
http://plansrv1/bridgemaintvault/b02336 GIS FO/SD
FO H Inv. Method
19.1 Latitude DD
35.41165 Longitude DD
-99.402344 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
2846 x
-11065418.3177378 y
4219964.40673936 |
|||||||||||||||||||||||||||||||||||||
| 02324 | 0506R0830NX | 2324 | — | I-40 BUS. | CREEK | 0506 0830NX | 3-29ft. I-BEAM SPANS W/ 2-18ft.ft. SAFETY CURBS | 1929 | 35.422078 | -99.387669 | 86.942 | 32.799 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 3500 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
2798 BRKEY
2324 NBI No.
2324 On Under
1 Structure No.
0506R0830NX Control No.
006 Lane Ind.
N Milepoint
08300 Facility Carried
I-40 BUS. Feature Intersected
CREEK Division
05 County
009 Location
1.1 MI W JCT I-40 Sufficiency
70 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1929 ADT Total
3500 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
86.942 Deck Width
32.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
6 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2038 Bypass Detour
0.124274 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
02324 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
3-29ft. I-BEAM SPANS W/ 2-18ft.ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0506 0830NX H Index
66.7878 Latitude
35:25:19.48 Longitude
-99:23:15.61 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 BUS. Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
4 Local Bridge ID
W NBI Text
02324 Vault Link
http://plansrv1/bridgemaintvault/b02324 GIS FO/SD
FO H Inv. Method
27 Latitude DD
35.422078 Longitude DD
-99.387669 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
2798 x
-11063784.7042104 y
4221388.82457237 |
|||||||||||||||||||||||||||||||||||||
| 02320 | 0204R1024 X | 2320 | — | U.S. 64 | EAST CLAY CREEK | 0204 1024 X | 3-26ft. IBM SP.S | 1929 | 36.66652778 | -98.34028056 | 79.068 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31.3 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
2776 BRKEY
2320 NBI No.
2320 On Under
1 Structure No.
0204R1024 X Control No.
004 Lane Ind.
Milepoint
10240 Facility Carried
U.S. 64 Feature Intersected
EAST CLAY CREEK Division
06 County
003 Location
1.0 MI.E.OF JCT.SH8 Sufficiency
31.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
2000 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.525 HS Inv. Rating Method
1 HS Inv. Method
27.337 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2032 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02320 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-26ft. IBM SP.S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0204 1024 X H Index
76.367 Latitude
36:39:59.5 Longitude
-98:20:25.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02320 Vault Link
http://plansrv1/bridgemaintvault/b02320 GIS FO/SD
SD H Inv. Method
15.212 Latitude DD
36.66652778 Longitude DD
-98.34028056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2776 x
-10947189.9564069 y
4392726.43262491 |
|||||||||||||||||||||||||||||||||||||
| 02319 | 0908R0822 X | 2319 | — | U.S. 81 | CREEK | 0908R0822 X | 3-26ft. I-BM. SPANS | 1929 | 35.48443611 | -97.93819167 | 79.068 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31.1 | Poor (4) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5100 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
2775 BRKEY
2319 NBI No.
2319 On Under
1 Structure No.
0908R0822 X Control No.
008 Lane Ind.
Milepoint
08220 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
1.6 MI. S. JCT. SH 66 Sufficiency
31.1 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1929 ADT Total
5100 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
7 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
45.525 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8160 Future ADT Year
2024 Bypass Detour
29.204446 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
02319 ODOT County
09 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
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0908R0822 X H Index
83.2381 Latitude
35:29:03.97 Longitude
-97:56:17.49 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02319 Vault Link
http://plansrv1/bridgemaintvault/b02319 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.48443611 Longitude DD
-97.93819167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2775 x
-10902429.6259184 y
4229910.51315472 |
|||||||||||||||||||||||||||||||||||||
| 02296 | 2602 0295 X | 2296 | — | U.S. 62 | CREEK | 2602 0295 X | 5-10ft. X 5ft. X 158ft. R.C. BOX | 1929 | 35.08517778 | -98.04169722 | 55.098 | 157.999 | — | 5 | 0 | 2 | 157.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2680 BRKEY
2296 NBI No.
2296 On Under
1 Structure No.
2602 0295 X Control No.
002 Lane Ind.
Milepoint
02950 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
2.9 MI E CADDO CO Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
157.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
55.098 Deck Width
157.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.7 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
37.899999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02296 ODOT County
26 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
5-10ft. X 5ft. X 158ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 0295 X H Index
99.8043 Latitude
35:05:06.64 Longitude
-98:02:30.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02-26 NBI Text
02296 Vault Link
http://plansrv1/bridgemaintvault/b02296 GIS FO/SD
Meets Standards H Inv. Method
22.5 Latitude DD
35.08517778 Longitude DD
-98.04169722 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2680 x
-10913951.8110387 y
4175462.49725815 |
|||||||||||||||||||||||||||||||||||||
| 02280 | 5706R1943 X | 2280 | — | U.S. 60 | TURKEY CREEK | 5706 1943 X | 42.67ft. I-BM. SPAN | 1929 | 36.75280556 | -96.06935278 | 43.963 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
2610 BRKEY
2280 NBI No.
2280 On Under
1 Structure No.
5706R1943 X Control No.
006 Lane Ind.
Milepoint
19430 Facility Carried
U.S. 60 Feature Intersected
TURKEY CREEK Division
08 County
113 Location
3.9 MI.W.WASH.CO.LN Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00060 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
1929 ADT Total
4200 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
1 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
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
2 Super Rating
2 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6720 Future ADT Year
2025 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02280 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
42.67ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 1943 X H Index
36.9993 Latitude
36:45:10.1 Longitude
-96:04:09.67 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02280 Vault Link
http://plansrv1/bridgemaintvault/b02280 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.75280556 Longitude DD
-96.06935278 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2610 x
-10694391.432309 y
4404706.85211721 |
|||||||||||||||||||||||||||||||||||||
| 02279 | 5706R1927 X | 2279 | — | U.S. 60 | WEST BRANCH TURKEY CREEK | 5706 1927 X | 42.67ft. I-BM. SPAN | 1929 | 36.75281389 | -96.07200556 | 43.963 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
2609 BRKEY
2279 NBI No.
2279 On Under
1 Structure No.
5706R1927 X Control No.
006 Lane Ind.
Milepoint
19270 Facility Carried
U.S. 60 Feature Intersected
WEST BRANCH TURKEY CREEK Division
08 County
113 Location
4.1 MI.W.WASH.CO.LN Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00060 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
1929 ADT Total
4200 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
1 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
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
2 Super Rating
2 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6720 Future ADT Year
2025 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02279 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
42.67ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 1927 X H Index
28.4195 Latitude
36:45:10.13 Longitude
-96:04:19.22 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02279 Vault Link
http://plansrv1/bridgemaintvault/b02279 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.75281389 Longitude DD
-96.07200556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2609 x
-10694686.7384277 y
4404708.00945998 |
|||||||||||||||||||||||||||||||||||||
| 02278 | 6406R1461 X | 2278 | — | U.S. 271 | ALBION CREEK | 6406 1461 X | 40ft. WF-beam | 1929 | 34.66952222 | -95.08153056 | 43.999 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 47.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 880 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
2608 BRKEY
2278 NBI No.
2278 On Under
1 Structure No.
6406R1461 X Control No.
006 Lane Ind.
Milepoint
14610 Facility Carried
U.S. 271 Feature Intersected
ALBION CREEK Division
02 County
127 Location
2.08 SW LE FLORE C/L Sufficiency
47.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
880 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
43.999 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
31.857 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1408 Future ADT Year
2028 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
233145 Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02278 ODOT County
64 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
40ft. WF-beam Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6406 1461 X H Index
92.9609 Latitude
34:40:10.28 Longitude
-95:04:53.51 I257A
_ I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
042 NBI Text
02278 Vault Link
http://plansrv1/bridgemaintvault/b02278 GIS FO/SD
Meets Standards H Inv. Method
14.991 Latitude DD
34.66952222 Longitude DD
-95.08153056 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2608 x
-10584427.5657843 y
4119060.73385116 |
|||||||||||||||||||||||||||||||||||||
| 02277 | 6406R1411 X | 2277 | — | U.S. 271 | ALBION CREEK TRIB. | 6406 1411 X | 40ft. WF-beam | 1929 | 34.66575 | -95.08907222 | 43.999 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 39.9 | Critical (2) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 880 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
2607 BRKEY
2277 NBI No.
2277 On Under
1 Structure No.
6406R1411 X Control No.
006 Lane Ind.
Milepoint
14110 Facility Carried
U.S. 271 Feature Intersected
ALBION CREEK TRIB. Division
02 County
127 Location
2.58 SW LE FLORE C/L Sufficiency
39.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
880 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
43.999 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
19.952 HS Inv. Rating Method
2 HS Inv. Method
12.015 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1408 Future ADT Year
2028 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
20NANA Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02277 ODOT County
64 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
40ft. WF-beam Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6406 1411 X H Index
93.2451 Latitude
34:39:56.7 Longitude
-95:05:20.66 I257A
_ I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
041 NBI Text
02277 Vault Link
http://plansrv1/bridgemaintvault/b02277 GIS FO/SD
Meets Standards H Inv. Method
12.015 Latitude DD
34.66575 Longitude DD
-95.08907222 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2607 x
-10585267.0995352 y
4118550.1694269 |
|||||||||||||||||||||||||||||||||||||
| 02276 | 5612R0869 X | 2276 | — | U.S. 266 | HOFFMAN CREEK | 5612 0869 X | 40ft. I-BEAM | 1929 | 35.50716667 | -95.83429167 | 43.999 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
2606 BRKEY
2276 NBI No.
2276 On Under
1 Structure No.
5612R0869 X Control No.
012 Lane Ind.
Milepoint
08690 Facility Carried
U.S. 266 Feature Intersected
HOFFMAN CREEK Division
01 County
111 Location
8.69 E JCT US-62 Sufficiency
53.6 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1929 ADT Total
1100 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 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
43.999 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.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.487 HS Inv. Rating Method
1 HS Inv. Method
21.936 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2032 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02276 ODOT County
56 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
40ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5612 0869 X H Index
70.4521 Latitude
35:30:25.8 Longitude
-95:50:03.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
12-0869 NBI Text
02276 Vault Link
http://plansrv1/bridgemaintvault/b02276 GIS FO/SD
Meets Standards H Inv. Method
15.763 Latitude DD
35.50716667 Longitude DD
-95.83429167 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2606 x
-10668224.5492385 y
4233018.45311365 |
|||||||||||||||||||||||||||||||||||||
| 02275 | 2602R0202 X | 2275 | — | U.S. 62 | CREEK | 2602R0202 X | 4-10ft. X 4ft. X 30ft. R.C. BOX WITH HANDRAILS | 1929 | 35.08666667 | -98.06 | 43.963 | 32.001 | — | 4 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6170 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
2605 BRKEY
2275 NBI No.
2275 On Under
1 Structure No.
2602R0202 X Control No.
002 Lane Ind.
Milepoint
02020 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
2.1 MI E CADDO CO Sufficiency
62.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1929 ADT Total
6170 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4800 Future ADT Year
2020 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
02275 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft. X 4ft. X 30ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2602R0202 X H Index
100 Latitude
35:05:12 Longitude
-98:03:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
1-26 NBI Text
02275 Vault Link
http://plansrv1/bridgemaintvault/b02275 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.08666667 Longitude DD
-98.06 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2605 x
-10915989.2671884 y
4175665.04437405 |
|||||||||||||||||||||||||||||||||||||
| 02646 | 3304 0971 X | 2646 | — | U.S. 62 | CREEK | 3304 0971 X | 2-10ft.X3ft.X137ft. RDY. R.C.BOX | 1930 | 34.63743056 | -99.25119722 | 20.997 | 139.003 | — | 2 | 0 | 4 | 137.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2580 BRKEY
2646 NBI No.
2646 On Under
1 Structure No.
3304 0971 X Control No.
004 Lane Ind.
Milepoint
09710 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
065 Location
4.7 MI E JCT U.S. 283 Sufficiency
86.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
5400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
137.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
AG Appr. Roadway Width
78.002 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
139.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.5 HS Inv. Rating Method
1 HS Inv. Method
42.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
19.999949 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02646 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X3ft.X137ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 0971 X H Index
95.0872 Latitude
34:38:14.75 Longitude
-99:15:04.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02646 Vault Link
http://plansrv1/bridgemaintvault/b02646 GIS FO/SD
Meets Standards H Inv. Method
30.3 Latitude DD
34.63743056 Longitude DD
-99.25119722 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2580 x
-11048592.7351532 y
4114717.91692873 |
|||||||||||||||||||||||||||||||||||||
| 02645 | 0914 0917 X | 2645 | — | U.S. 270 | CREEK | 0914 0917 X | 2-10ft. X 9ft. X 30ft. R.C. BOX | 1929 | 35.61102222 | -98.15150833 | 21.001 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2579 BRKEY
2645 NBI No.
2645 On Under
1 Structure No.
0914 0917 X Control No.
014 Lane Ind.
Milepoint
09170 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
04 County
017 Location
9.3 MI. E. BLAINE CO Sufficiency
91.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1929 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 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
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.6 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02645 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 9ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0914 0917 X H Index
96.5 Latitude
35:36:39.68 Longitude
-98:09:05.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02645 Vault Link
http://plansrv1/bridgemaintvault/b02645 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.61102222 Longitude DD
-98.15150833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2579 x
-10926175.9278873 y
4247229.78758323 |
|||||||||||||||||||||||||||||||||||||
| 02644 | 0818R0814 X | 2644 | — | S.H. 9 | CREEK | 0818R0814 X | 2-10ft.X 6ft.X 30ft. R.C.B | 1930 | 35.11666667 | -98.49166667 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1470 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2578 BRKEY
2644 NBI No.
2644 On Under
1 Structure No.
0818R0814 X Control No.
018 Lane Ind.
Milepoint
08140 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
2.3 MI W JCT SH 146 Sufficiency
87.7 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
1930 ADT Total
1470 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2017 Bypass Detour
37.903642 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
02644 ODOT County
08 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
2-10ft.X 6ft.X 30ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0818R0814 X H Index
100 Latitude
35:07:00 Longitude
-98:29:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 Scour
3 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
59 NBI Text
02644 Vault Link
http://plansrv1/bridgemaintvault/b02644 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.11666667 Longitude DD
-98.49166667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2578 x
-10964042.1810852 y
4179747.00273181 |
|||||||||||||||||||||||||||||||||||||
| 02643 | 7002 0802 X | 2643 | — | U.S. 54 | CREEK | 7002 0802 X | 2-10ft.X 3ft.X 176ft. RCB | 1930 | 36.56727778 | -101.671775 | 20.997 | 176.001 | — | 2 | 0 | 5 | 99.902 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2577 BRKEY
2643 NBI No.
2643 On Under
1 Structure No.
7002 0802 X Control No.
002 Lane Ind.
Milepoint
08020 Facility Carried
U.S. 54 Feature Intersected
CREEK Division
06 County
139 Location
8.3 MI NE TEXAS S/L Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
6100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
99.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
176.001 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02643 ODOT County
70 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
2-10ft.X 3ft.X 176ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7002 0802 X H Index
99.34 Latitude
36:34:02.2 Longitude
-101:40:18.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02643 Vault Link
http://plansrv1/bridgemaintvault/b02643 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.56727778 Longitude DD
-101.671775 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2577 x
-11318050.2210483 y
4378961.3062251 |
|||||||||||||||||||||||||||||||||||||
| 02642 | 6010 0798 X | 2642 | — | S.H. 33 | CREEK | 6010 0798 X | 2-10ft. X 10ft. X 274ft. R.C.BOX | 1930 | 35.98560556 | -96.62539444 | 20.965 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2576 BRKEY
2642 NBI No.
2642 On Under
1 Structure No.
6010 0798 X Control No.
010 Lane Ind.
Milepoint
07980 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
8.2 MI E JCT SH 18 Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
8200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
35 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02642 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 274ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6010 0798 X H Index
96.7119 Latitude
35:59:08.18 Longitude
-96:37:31.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
02642 Vault Link
http://plansrv1/bridgemaintvault/b02642 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.98560556 Longitude DD
-96.62539444 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2576 x
-10756289.70676 y
4298640.9000198 |
|||||||||||||||||||||||||||||||||||||
| 02641 | 0802R0733 X | 2641 | — | U.S. 62 | CREEK | 0802 0733 X | 2-10ft.X 4ft.X 31ft. R.C.B | 1930 | 34.94106667 | -98.35669444 | 22.001 | 32.999 | — | 2 | 0 | 2 | 31.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
2575 BRKEY
2641 NBI No.
2641 On Under
1 Structure No.
0802R0733 X Control No.
002 Lane Ind.
Milepoint
07330 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
015 Location
2.9 MI N JCT SH 19 (E) Sufficiency
87.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
2000 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2031 Bypass Detour
31.1 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
02641 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 31ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0802 0733 X H Index
100 Latitude
34:56:27.84 Longitude
-98:21:24.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
US - 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
4 NBI Text
02641 Vault Link
http://plansrv1/bridgemaintvault/b02641 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.94106667 Longitude DD
-98.35669444 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2575 x
-10949017.1411704 y
4155875.22117614 |
|||||||||||||||||||||||||||||||||||||
| 02640 | 6406 0720 X | 2640 | — | U.S. 271 | CEDAR CREEK | 6406 0720 X | (2) 10ft. X 10ft. X 42ft. LONG RCB | 1930 | 34.63043056 | -95.20021111 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | 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) | C | 760 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2556 BRKEY
2640 NBI No.
2640 On Under
1 Structure No.
6406 0720 X Control No.
006 Lane Ind.
Milepoint
07200 Facility Carried
U.S. 271 Feature Intersected
CEDAR CREEK Division
02 County
127 Location
9.49 SW LE FLORE C/L Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1930 ADT Total
760 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.6 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1216 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
02640 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 42ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6406 0720 X H Index
98.8216 Latitude
34:37:49.55 Longitude
-95:12:00.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
035 NBI Text
02640 Vault Link
http://plansrv1/bridgemaintvault/b02640 GIS FO/SD
Meets Standards H Inv. Method
18.5 Latitude DD
34.63043056 Longitude DD
-95.20021111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2556 x
-10597639.0241773 y
4113770.86237532 |