ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 01895 | 2002R0575SXF | 1895 | — | I-40 FRONTAGE RD. | DRY CREEK | 2002 0575SXF | 3-26ft. I-BEAM SPANS | 1927 | 35.479628 | -99.046222 | 79.068 | 23.002 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.2 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
1469 BRKEY
1895 NBI No.
1895 On Under
1 Structure No.
2002R0575SXF Control No.
002 Lane Ind.
S Milepoint
05750 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
DRY CREEK Division
05 County
039 Location
5.8 MI NE WASHITA C/L Sufficiency
83.2 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1927 ADT Total
100 ADT Year
2020 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
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
23.002 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
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2040 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01895 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
3-26ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
F Alt. Structure Name
2002 0575SXF H Index
88.8951 Latitude
35:28:46.66 Longitude
-99:02:46.4 I257A
0 I257B
1 I257C
1 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
01895 Vault Link
http://plansrv1/bridgemaintvault/b01895 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.479628 Longitude DD
-99.046222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1469 x
-11025774.9980375 y
4229253.21493111 |
|||||||||||||||||||||||||||||||||||||
| 00724 | 2720R0279 X | 724 | — | S.H. 132 | SALT FORK ARKANSAS RIVER | 2720 0279 X | 8-80ft. PONY TRUSS SPA | 1919 | 36.70056389 | -98.04666389 | 653.871 | 18.999 | — | 8 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 2 | Critical (2) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 630 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1306 BRKEY
724 NBI No.
724 On Under
1 Structure No.
2720R0279 X Control No.
020 Lane Ind.
Milepoint
02790 Facility Carried
S.H. 132 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
053 Location
2.8 MI N JCT US 64 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1919 ADT Total
630 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
17.999 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
10 Length
653.871 Deck Width
18.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
14.991 HS Inv. Rating Method
1 HS Inv. Method
8.818 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1008 Future ADT Year
2027 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
15NANA Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00724 ODOT County
27 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
8-80ft. PONY TRUSS SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2720 0279 X H Index
44.0279 Latitude
36:42:02.03 Longitude
-98:02:47.99 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 132 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00724 Vault Link
http://plansrv1/bridgemaintvault/b00724 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.70056389 Longitude DD
-98.04666389 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1306 x
-10914504.698214 y
4397451.03591243 |
|||||||||||||||||||||||||||||||||||||
| 01415 | 3026R0040 X | 1415 | — | S.H. 46 | BEAVER RIVER | 3026R0040 X | 21-29ft. TIMBER SPANS | 1924 | 36.62166667 | -99.74833333 | 608.924 | 20 | — | 21 | 0 | 2 | 18.999 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.8 | Critical (2) | Critical (2) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1061 BRKEY
1415 NBI No.
1415 On Under
1 Structure No.
3026R0040 X Control No.
026 Lane Ind.
Milepoint
00400 Facility Carried
S.H. 46 Feature Intersected
BEAVER RIVER Division
06 County
059 Location
0.4 MI N JCT US 270 Sufficiency
25.8 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
18.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1924 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
21 Road Width
18.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
608.924 Deck Width
20 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
2 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
2.976 HS Inv. Rating Method
2 HS Inv. Method
2.976 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
75 Future ADT Year
2017 Bypass Detour
21.747992 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
01415 ODOT County
30 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
21-29ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3026R0040 X H Index
100 Latitude
36:37:18 Longitude
-99:44:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 46 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
01415 Vault Link
http://plansrv1/bridgemaintvault/b01415 GIS FO/SD
SD H Inv. Method
2.976 Latitude DD
36.62166667 Longitude DD
-99.74833333 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1061 x
-11103933.6737733 y
4386502.38555017 |
|||||||||||||||||||||||||||||||||||||
| 01413 | 3606R0089 X | 1413 | — | S.H. 156 | SALT FORK ARKANSAS RIVER | 3606 0089 X | 4-96ft. HIGH TRUSS & 2 | 1924 | 36.60703333 | -97.13891389 | 416.01 | 18.999 | — | 4 | 0 | 1 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.3 | Failed (0) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
1059 BRKEY
1413 NBI No.
1413 On Under
1 Structure No.
3606R0089 X Control No.
006 Lane Ind.
Milepoint
00890 Facility Carried
S.H. 156 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
071 Location
1.1 MI N NOBLE C/L Sufficiency
15.3 Kind Hwy
3 Level Service
1 Route No.
00156 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.717 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
1924 ADT Total
1100 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
416.01 Deck Width
18.999 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
4 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2029 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1311 Max Measured Clearance
1408 Min Measured Clearance
1406 NBI Rating
01413 ODOT County
36 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
4-96ft. HIGH TRUSS & 2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3606 0089 X H Index
43.4363 Latitude
36:36:25.32 Longitude
-97:08:20.09 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 156 Scour
_ Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01413 Vault Link
http://plansrv1/bridgemaintvault/b01413 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.60703333 Longitude DD
-97.13891389 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1059 x
-10813454.4304464 y
4384472.93412345 |
|||||||||||||||||||||||||||||||||||||
| 01319 | 0808 0624 X | 1319 | — | U.S. 277 | CREEK | 0808 0624 X | 3-10ft.X 10ft.X 36ft. R.C.BOX SK.30 DEG. | 1923 | 34.91881389 | -98.16793889 | 39.042 | 36.001 | — | 3 | 30 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | 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 | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1055 BRKEY
1319 NBI No.
1319 On Under
1 Structure No.
0808 0624 X Control No.
008 Lane Ind.
Milepoint
06240 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
015 Location
2.4 NE SH19 IN CYRIL Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1923 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
36.001 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
41.3 HS Inv. Rating Method
3 HS Inv. Method
31.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01319 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
3-10ft.X 10ft.X 36ft. R.C.BOX SK.30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0808 0624 X H Index
97.36 Latitude
34:55:07.73 Longitude
-98:10:04.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 277 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
19 NBI Text
01319 Vault Link
http://plansrv1/bridgemaintvault/b01319 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
34.91881389 Longitude DD
-98.16793889 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1055 x
-10928004.96946 y
4152853.74193834 |
|||||||||||||||||||||||||||||||||||||
| 01214 | 1202 1585 X | 1214 | — | U.S. 70 | BOKCHITO CREEK | 1202 1585 X | 80ft. PLATE GIRDER & I-BEAM | 1921 | 34.04045278 | -95.66988333 | 82.999 | 42.5 | — | 1 | 0 | 2 | 40.299 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1022 BRKEY
1214 NBI No.
1214 On Under
1 Structure No.
1202 1585 X Control No.
002 Lane Ind.
Milepoint
15850 Facility Carried
U.S. 70 Feature Intersected
BOKCHITO CREEK Division
02 County
023 Location
15.85 E BRYAN C/L Sufficiency
96.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.299 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
1921 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
40.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
82.999 Deck Width
42.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
104 HS Inv. Rating Method
1 HS Inv. Method
62 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
16 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
01214 ODOT County
12 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
1.099 Rt. Curb SW
1.099 Description
80ft. PLATE GIRDER & I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1202 1585 X H Index
99.2726 Latitude
34:02:25.63 Longitude
-95:40:11.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
002 NBI Text
01214 Vault Link
http://plansrv1/bridgemaintvault/b01214 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
34.04045278 Longitude DD
-95.66988333 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1022 x
-10649922.6965475 y
4034235.14038804 |
|||||||||||||||||||||||||||||||||||||
| 01213 | 3534R0989 X | 1213 | — | S.H. 78 | BRUSHY CREEK | 3534 0989 X | 3-27ft. CONC SLAB SPAN | 1921 | 34.23678056 | -96.54610278 | 83.99 | 26.903 | — | 3 | 0 | 2 | 23.95 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.5 | 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) | B | 1300 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
1021 BRKEY
1213 NBI No.
1213 On Under
1 Structure No.
3534R0989 X Control No.
034 Lane Ind.
Milepoint
09890 Facility Carried
S.H. 78 Feature Intersected
BRUSHY CREEK Division
03 County
069 Location
.5 MI S JCT SH48A Sufficiency
67.5 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1921 ADT Total
1300 ADT Year
2009 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
83.99 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
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
1 HS Operating Rating
67.241 HS Inv. Rating Method
1 HS Inv. Method
40.234 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2029 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01213 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-27ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3534 0989 X H Index
57.3766 Latitude
34:14:12.41 Longitude
-96:32:45.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01213 Vault Link
http://plansrv1/bridgemaintvault/b01213 GIS FO/SD
Meets Standards H Inv. Method
23.149 Latitude DD
34.23678056 Longitude DD
-96.54610278 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1021 x
-10747462.9995446 y
4060640.35586823 |
|||||||||||||||||||||||||||||||||||||
| 01304 | 7424 0490 X | 1304 | — | S.H. 10 | CREEK | 7424 0490 X | 2-10ft.X 4ft. X 33ft. R.C.BOX | 1923 | 36.90199167 | -95.88553333 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1004 BRKEY
1304 NBI No.
1304 On Under
1 Structure No.
7424 0490 X Control No.
024 Lane Ind.
Milepoint
04900 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
147 Location
1.5 MI E OF US-75 Sufficiency
85.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1923 ADT Total
1500 ADT Year
2022 Design Load
H 15 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
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01304 ODOT County
74 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 33ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7424 0490 X H Index
94.194 Latitude
36:54:07.17 Longitude
-95:53:07.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01304 Vault Link
http://plansrv1/bridgemaintvault/b01304 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.90199167 Longitude DD
-95.88553333 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1004 x
-10673928.7447371 y
4425454.48038113 |
|||||||||||||||||||||||||||||||||||||
| 01393 | 3606R0270 X | 1393 | — | S.H. 156 | COWSKIN CREEK | 3606 0270 X | 6-8ft. X 4ft. X 20ft. R.C.BOX W/ BACK TO BACK FLEXBEAM | 1924 | 36.63328889 | -97.13883056 | 56.798 | 22.001 | — | 6 | 0 | 2 | 19.797 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 930 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
985 BRKEY
1393 NBI No.
1393 On Under
1 Structure No.
3606R0270 X Control No.
006 Lane Ind.
Milepoint
02700 Facility Carried
S.H. 156 Feature Intersected
COWSKIN CREEK Division
04 County
071 Location
2.8 MI N NOBLE C/L Sufficiency
65.3 Kind Hwy
3 Level Service
1 Route No.
00156 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
19.797 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
1924 ADT Total
930 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
19.797 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.798 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
41.337 HS Inv. Rating Method
3 HS Inv. Method
31.857 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1488 Future ADT Year
2040 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01393 ODOT County
36 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
6-8ft. X 4ft. X 20ft. R.C.BOX W/ BACK TO BACK FLEXBEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3606 0270 X H Index
62.9908 Latitude
36:37:59.84 Longitude
-97:08:19.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 156 Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01393 Vault Link
http://plansrv1/bridgemaintvault/b01393 GIS FO/SD
FO H Inv. Method
17.857 Latitude DD
36.63328889 Longitude DD
-97.13883056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
985 x
-10813445.1541933 y
4388114.50881621 |
|||||||||||||||||||||||||||||||||||||
| 01302 | 0724R0351 X | 1302 | — | S.H. 78 | CREEK | 0724 0351 X | (2) 9ft. 4in. X 13ft. 4in. X 29ft. RCB, 20ft. CONCRETE SLAB | 1923 | 34.04699167 | -96.37398889 | 20 | 52.001 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4600 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
984 BRKEY
1302 NBI No.
1302 On Under
1 Structure No.
0724R0351 X Control No.
024 Lane Ind.
Milepoint
03510 Facility Carried
S.H. 78 Feature Intersected
CREEK Division
02 County
013 Location
3.51 N JCT US-70 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1923 ADT Total
4600 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
52.001 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
7 Underclearance
N Bridge Posting
5 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
7360 Future ADT Year
2034 Bypass Detour
21.12662 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
01302 ODOT County
07 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) 9ft. 4in. X 13ft. 4in. X 29ft. RCB, 20ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0724 0351 X H Index
85.4669 Latitude
34:02:49.17 Longitude
-96:22:26.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
083 NBI Text
01302 Vault Link
http://plansrv1/bridgemaintvault/b01302 GIS FO/SD
Meets Standards H Inv. Method
14.991 Latitude DD
34.04699167 Longitude DD
-96.37398889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
984 x
-10728303.3689514 y
4035113.60597196 |
|||||||||||||||||||||||||||||||||||||
| 01301 | 3108 0335 X | 1301 | — | S.H. 9 | LITTLE SNAKE CREEK | 3108 0335 X | (2) 10ft. X 3ft. X 44.5ft. LONG RCB | 1923 | 35.25354722 | -95.17800833 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | 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 | 6800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
983 BRKEY
1301 NBI No.
1301 On Under
1 Structure No.
3108 0335 X Control No.
008 Lane Ind.
Milepoint
03350 Facility Carried
S.H. 9 Feature Intersected
LITTLE SNAKE CREEK Division
01 County
061 Location
3.4 E JCT SH-2 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1923 ADT Total
6800 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
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 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
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
5 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
10880 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01301 ODOT County
31 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 3ft. X 44.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0335 X H Index
98.1615 Latitude
35:15:12.77 Longitude
-95:10:40.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0335 NBI Text
01301 Vault Link
http://plansrv1/bridgemaintvault/b01301 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.25354722 Longitude DD
-95.17800833 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
983 x
-10595167.4220135 y
4198390.80437285 |
|||||||||||||||||||||||||||||||||||||
| 01206 | 1202 1695 X | 1206 | — | U.S. 70 | CROWDER CREEK | 1202 1695 X | 15ft. - 19ft. - 15ft. RIGID FRAME | 1921 | 34.04051111 | -95.65068611 | 52.999 | 42.5 | — | 3 | 0 | 2 | 40.299 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
978 BRKEY
1206 NBI No.
1206 On Under
1 Structure No.
1202 1695 X Control No.
002 Lane Ind.
Milepoint
16950 Facility Carried
U.S. 70 Feature Intersected
CROWDER CREEK Division
02 County
023 Location
16.95 E BRYAN C/L Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.299 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
1921 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
52.999 Deck Width
42.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.9 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
16 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
01206 ODOT County
12 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
1.099 Rt. Curb SW
1.099 Description
15ft. - 19ft. - 15ft. RIGID FRAME Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1202 1695 X H Index
99.4507 Latitude
34:02:25.84 Longitude
-95:39:02.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
003 NBI Text
01206 Vault Link
http://plansrv1/bridgemaintvault/b01206 GIS FO/SD
Meets Standards H Inv. Method
18.8 Latitude DD
34.04051111 Longitude DD
-95.65068611 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
978 x
-10647785.6717924 y
4034242.97641828 |
|||||||||||||||||||||||||||||||||||||
| 01387 | 6183 0220 X | 1387 | — | U.S. 69 BUS. | SANDY CANAL | 6183 0220 X | 31ft. CONCRETE SLAB | 1924 | 34.92824167 | -95.76994722 | 32.001 | 57.001 | — | 1 | 10 | 2 | 42.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
961 BRKEY
1387 NBI No.
1387 On Under
1 Structure No.
6183 0220 X Control No.
083 Lane Ind.
Milepoint
02200 Facility Carried
U.S. 69 BUS. Feature Intersected
SANDY CANAL Division
02 County
121 Location
2.2 N JCT US 69 Sufficiency
93.3 Kind Hwy
2 Level Service
6 Route No.
0069B Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1924 ADT Total
7200 ADT Year
2022 Design Load
H 20 Skew
10 No. Main Spans
1 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
32.001 Deck Width
57.001 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.01 HS Inv. Rating Method
0 HS Inv. Method
36.01 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
11520 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01387 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
5 Rt. Curb SW
5 Description
31ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6183 0220 X H Index
99.3494 Latitude
34:55:41.67 Longitude
-95:46:11.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 69 BUS. Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
114 NBI Text
01387 Vault Link
http://plansrv1/bridgemaintvault/b01387 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.92824167 Longitude DD
-95.76994722 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
961 x
-10661061.7578291 y
4154133.74448428 |
|||||||||||||||||||||||||||||||||||||
| 01386 | 6183 0140 X | 1386 | — | U.S. 69 BUS. | CREEK | 6183 0140 X | (4) 8ft. X 4ft. X 36ft. RCB | 1924 | 34.91435278 | -95.77270556 | 36.001 | 36.401 | — | 4 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
942 BRKEY
1386 NBI No.
1386 On Under
1 Structure No.
6183 0140 X Control No.
083 Lane Ind.
Milepoint
01400 Facility Carried
U.S. 69 BUS. Feature Intersected
CREEK Division
02 County
121 Location
1.5 N JCT US 69 Sufficiency
90.3 Kind Hwy
2 Level Service
6 Route No.
0069B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
1924 ADT Total
6700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.001 Deck Width
36.401 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 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
10720 Future ADT Year
2042 Bypass Detour
8.999977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01386 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
1.201 Rt. Curb SW
1.201 Description
(4) 8ft. X 4ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6183 0140 X H Index
97.2049 Latitude
34:54:51.67 Longitude
-95:46:21.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
113 NBI Text
01386 Vault Link
http://plansrv1/bridgemaintvault/b01386 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.91435278 Longitude DD
-95.77270556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
942 x
-10661368.8148333 y
4152248.1116635 |
|||||||||||||||||||||||||||||||||||||
| 01378 | 6108 1290 X | 1378 | — | U.S. 270 | OLD U.S. 270 UNDER | 6108 1290 X | 30ft. I-BEAM | 1924 | 34.855225 | -95.58592778 | 30 | 46.001 | — | 1 | 0 | 2 | 43.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 9200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
916 BRKEY
1378 NBI No.
1378 On Under
1 Structure No.
6108 1290 X Control No.
008 Lane Ind.
Milepoint
12900 Facility Carried
U.S. 270 Feature Intersected
OLD U.S. 270 UNDER Division
02 County
121 Location
12.9 SE JCT US 69B Sufficiency
92.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1924 ADT Total
9200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
1.499 Underclearance Left
1.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
30 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.1 HS Inv. Rating Method
1 HS Inv. Method
47.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14720 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1508 Min Measured Clearance
1508 NBI Rating
01378 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 1290 X H Index
100 Latitude
34:51:18.81 Longitude
-95:35:09.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
058 NBI Text
01378 Vault Link
http://plansrv1/bridgemaintvault/b01378 GIS FO/SD
FO H Inv. Method
28 Latitude DD
34.855225 Longitude DD
-95.58592778 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
916 x
-10640576.8074722 y
4144224.16322073 |
|||||||||||||||||||||||||||||||||||||
| 01377 | 2710R0010 X | 1377 | — | U.S. 81 | KILLPECKER CREEK | 2710 0010 X | 3-10ft.X 6ft.X 20ft. R.C. BOX W/ PARAPET RAILS | 1924 | 36.67091389 | -97.80464444 | 32.119 | 22.201 | — | 3 | 0 | 2 | 20.2 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 24.7 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
915 BRKEY
1377 NBI No.
1377 On Under
1 Structure No.
2710R0010 X Control No.
010 Lane Ind.
Milepoint
00100 Facility Carried
U.S. 81 Feature Intersected
KILLPECKER CREEK Division
04 County
053 Location
.1 MI N JCT US 60 Sufficiency
24.7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20.2 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
1924 ADT Total
2000 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
20.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 Deck Width
22.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
3 Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
2032 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01377 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 20ft. R.C. BOX W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2710 0010 X H Index
61.1511 Latitude
36:40:15.29 Longitude
-97:48:16.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
3 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27100010 NBI Text
01377 Vault Link
http://plansrv1/bridgemaintvault/b01377 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.67091389 Longitude DD
-97.80464444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
915 x
-10887563.216278 y
4393335.15777977 |
|||||||||||||||||||||||||||||||||||||
| 01366 | 5114R0685 X | 1366 | — | U.S. 64 | CREEK | 5114R0685 X | 2-10ft.X 10ft.X 55ft. R.C.BOX | 1924 | 35.49833333 | -95.43666667 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
868 BRKEY
1366 NBI No.
1366 On Under
1 Structure No.
5114R0685 X Control No.
014 Lane Ind.
Milepoint
06850 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
7 MI E JCT SH 2 Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55 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
1924 ADT Total
1200 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
08 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 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
1920 Future ADT Year
2022 Bypass Detour
8.699197 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
01366 ODOT County
51 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 10ft.X 55ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5114R0685 X H Index
98.02 Latitude
35:29:54 Longitude
-95:26:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01366 Vault Link
http://plansrv1/bridgemaintvault/b01366 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.49833333 Longitude DD
-95.43666667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
868 x
-10623961.1367118 y
4231810.56976351 |
|||||||||||||||||||||||||||||||||||||
| 01365 | 2502 0050 X | 1365 | — | U.S. 77 | CREEK | 2502 0050 X | 2-10ft.X10ft.X44ft. RDY RC | 1924 | 34.62944444 | -97.16536389 | 23.95 | 45.932 | — | 2 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
867 BRKEY
1365 NBI No.
1365 On Under
1 Structure No.
2502 0050 X Control No.
002 Lane Ind.
Milepoint
00500 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
03 County
049 Location
0.5 MI N MURRAY C/L Sufficiency
99.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 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
1924 ADT Total
3300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
5280 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01365 ODOT County
25 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.X10ft.X44ft. RDY RC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2502 0050 X H Index
92.8983 Latitude
34:37:46 Longitude
-97:09:55.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01365 Vault Link
http://plansrv1/bridgemaintvault/b01365 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.62944444 Longitude DD
-97.16536389 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
867 x
-10816398.8309779 y
4113637.4531635 |
|||||||||||||||||||||||||||||||||||||
| 01168 | 5746R0198 X | 1168 | — | S.H. 99D | HOMINY CREEK | 5746R0198 X | 2-120ft. HI. TRUSS SPA | 1920 | 36.47833333 | -96.38166667 | 240.157 | 17.999 | — | 2 | 0 | 2 | 17.1 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 23.4 | Failed (0) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 250 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
832 BRKEY
1168 NBI No.
1168 On Under
1 Structure No.
5746R0198 X Control No.
046 Lane Ind.
Milepoint
01980 Facility Carried
S.H. 99D Feature Intersected
HOMINY CREEK Division
08 County
113 Location
0.3 MI W SH 99 Sufficiency
23.4 Kind Hwy
3 Level Service
1 Route No.
0099D Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1920 ADT Total
250 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
17.1 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
10 Length
240.157 Deck Width
17.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
0 Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
5 HS Operating Rating
0 HS Inv. Rating Method
5 HS Inv. Method
0 H Operating Rating
5 H Inv. Rating Method
5 Future ADT
800 Future ADT Year
2017 Bypass Detour
3.106856 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
01168 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-120ft. HI. TRUSS SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5746R0198 X H Index
51.6047 Latitude
36:28:42 Longitude
-96:22:54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99D Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01168 Vault Link
http://plansrv1/bridgemaintvault/b01168 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.47833333 Longitude DD
-96.38166667 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
832 x
-10729158.0555114 y
4366640.49229047 |
|||||||||||||||||||||||||||||||||||||
| 01349 | 5114R0722 X | 1349 | — | U.S. 64 | DIRTY CREEK | 5114R0722 X | 144ft. HI.TRUSS SPAN | 1923 | 34.37479722 | -96.41309722 | 146.982 | 18.999 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, temporary shoring (E) | 17.8 | Poor (4) | Fair (5) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1140 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
797 BRKEY
1349 NBI No.
1349 On Under
1 Structure No.
5114R0722 X Control No.
014 Lane Ind.
Milepoint
07220 Facility Carried
U.S. 64 Feature Intersected
DIRTY CREEK Division
01 County
101 Location
7.4 MI E JCT SH 2 Sufficiency
17.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.999 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
1923 ADT Total
1140 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
146.982 Deck Width
18.999 Bridge Open Closed
E TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
4 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
14.991 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1824 Future ADT Year
2022 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
15NANA Posted Speed Limit
35 Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
1411 Max Measured Clearance
1500 Min Measured Clearance
1500 NBI Rating
01349 ODOT County
51 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
144ft. HI.TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5114R0722 X H Index
97.8478 Latitude
34:22:29.27 Longitude
-96:24:47.15 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
01349 NBI Text
01349 Vault Link
http://plansrv1/bridgemaintvault/b01349 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
34.37479722 Longitude DD
-96.41309722 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
797 x
-10732656.8883328 y
4079239.85019742 |
|||||||||||||||||||||||||||||||||||||
| 01248 | 5102R1074 X | 1248 | — | U.S. 62 | CANE CREEK TRIB. | 5102 1074 X | 28ft. CONC. GIRDER SPA | 1922 | 35.71625833 | -95.64221667 | 32.152 | 32.999 | — | 1 | 0 | 2 | 30 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 20.3 | Failed (0) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
768 BRKEY
1248 NBI No.
1248 On Under
1 Structure No.
5102R1074 X Control No.
002 Lane Ind.
Milepoint
10740 Facility Carried
U.S. 62 Feature Intersected
CANE CREEK TRIB. Division
01 County
101 Location
10.7 MI E-N C/L Sufficiency
20.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1922 ADT Total
1900 ADT Year
2017 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 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
1 - Concrete Design
02 Length
32.152 Deck Width
32.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2037 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
CLOSED 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
01248 ODOT County
51 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
28ft. CONC. GIRDER SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5102 1074 X H Index
92.8912 Latitude
35:42:58.53 Longitude
-95:38:31.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-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
01248 Vault Link
http://plansrv1/bridgemaintvault/b01248 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.71625833 Longitude DD
-95.64221667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
768 x
-10646842.8580443 y
4261648.86630169 |
|||||||||||||||||||||||||||||||||||||
| 01240 | 5112R0768 X | 1240 | — | U.S. 64 | CREEK | 5112 0768 X | 21ft. CONC. GIRDER SPA | 1922 | 35.78333333 | -95.37333333 | 20.997 | 27.001 | — | 1 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 11 | Critical (2) | 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 | 8600 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
742 BRKEY
1240 NBI No.
1240 On Under
1 Structure No.
5112R0768 X Control No.
012 Lane Ind.
Milepoint
07680 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
10.7 MI S JCT US 62B Sufficiency
11 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1922 ADT Total
8600 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
02 Length
20.997 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
4 Super Rating
5 Sub Rating
4 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
68.454 HS Inv. Rating Method
2 HS Inv. Method
16.865 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13760 Future ADT Year
2024 Bypass Detour
34.175415 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
01240 ODOT County
51 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
21ft. CONC. GIRDER SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5112 0768 X H Index
84.5509 Latitude
35:47:00 Longitude
-95:22:24 I257A
_ I257B
1 I257C
1 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
01240 Vault Link
http://plansrv1/bridgemaintvault/b01240 GIS FO/SD
SD H Inv. Method
16.865 Latitude DD
35.78333333 Longitude DD
-95.37333333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
742 x
-10616910.9015527 y
4270849.18164542 |
|||||||||||||||||||||||||||||||||||||
| 01239 | 5112R0726 X | 1239 | — | U.S. 64 | CREEK | 5112R0726 X | 21ft. CONC. GIRDER SPA | 1922 | 35.78833333 | -95.37333333 | 20.997 | 27.001 | — | 1 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39 | 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 | 8140 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
741 BRKEY
1239 NBI No.
1239 On Under
1 Structure No.
5112R0726 X Control No.
012 Lane Ind.
Milepoint
07260 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
10.2 MI S JCT US 62B Sufficiency
39 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1922 ADT Total
8140 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
02 Length
20.997 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 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
68.454 HS Inv. Rating Method
2 HS Inv. Method
16.865 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5600 Future ADT Year
2017 Bypass Detour
34.175415 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
01239 ODOT County
51 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
21ft. CONC. GIRDER SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5112R0726 X H Index
100 Latitude
35:47:18 Longitude
-95:22:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ 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
01239 Vault Link
http://plansrv1/bridgemaintvault/b01239 GIS FO/SD
Meets Standards H Inv. Method
16.865 Latitude DD
35.78833333 Longitude DD
-95.37333333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
741 x
-10616910.9015527 y
4271535.31536292 |
|||||||||||||||||||||||||||||||||||||
| 00678 | 5563R1356 X | 678 | — | S.H. 74 | CREEK | 5563 1356 X | 10-10ft.X 8ft.X 24ft. R.C.BOX CONC. HANDRAILS | 1918 | 35.69833333 | -97.585 | 112.001 | 26.001 | — | 10 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 6200 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
708 BRKEY
678 NBI No.
678 On Under
1 Structure No.
5563R1356 X Control No.
063 Lane Ind.
Milepoint
13560 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
109 Location
13 MI N JCT SH3A Sufficiency
55 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1918 ADT Total
6200 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
10 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
01 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
112.001 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
9920 Future ADT Year
2026 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
00678 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-10ft.X 8ft.X 24ft. R.C.BOX CONC. HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5563 1356 X H Index
42.7753 Latitude
35:41:54 Longitude
-97:35:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 74 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00678 Vault Link
http://plansrv1/bridgemaintvault/b00678 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.69833333 Longitude DD
-97.585 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
708 x
-10863112.5090616 y
4259191.50269825 |
|||||||||||||||||||||||||||||||||||||
| 00677 | 7704R0629 X | 677 | — | A.T. & S.F. R.R. | U.S. 183 UNDER | 7704R0629 X | 14ft.,2-13ft. TIMBER, 33ft. I-BM2-13ft.,14ft. TIMBER SPAN SK. 64 DEG. 43ft. | 1918 | 35.31666667 | -95.55972222 | 118.11 | 8.999 | — | 1 | 0 | 2 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | H | 5100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
707 BRKEY
677 NBI No.
677 On Under
2 Structure No.
7704R0629 X Control No.
004 Lane Ind.
Milepoint
06290 Facility Carried
A.T. & S.F. R.R. Feature Intersected
U.S. 183 UNDER Division
06 County
153 Location
2.8 MI W JCT SH 34 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
2 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1918 ADT Total
5100 ADT Year
1999 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
80 Span Type Main
M Material
3 - Steel Design
02 Length
118.11 Deck Width
8.999 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
-1 HS Inv. Rating Method
! HS Inv. Method
-1 H Operating Rating
! H Inv. Rating Method
! Future ADT
10200 Future ADT Year
2017 Bypass Detour
0 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
00677 ODOT County
77 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
14ft.,2-13ft. TIMBER, 33ft. I-BM2-13ft.,14ft. TIMBER SPAN SK. 64 DEG. 43ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7704R0629 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 183 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00677 Vault Link
http://plansrv1/bridgemaintvault/b00677 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
707 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 00676 | 1218R0984 X | 676 | — | S.H. 147 | SPENCER CREEK | 1218 0984 X | 5-21ft. CONC. SLAB SPA | 1918 | 34.148975 | -95.347975 | 107.94 | 22.5 | — | 5 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 15.3 | Failed (0) | 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 | 360 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
706 BRKEY
676 NBI No.
676 On Under
1 Structure No.
1218R0984 X Control No.
018 Lane Ind.
Milepoint
09840 Facility Carried
S.H. 147 Feature Intersected
SPENCER CREEK Division
02 County
023 Location
10.0 MI. N. JCT.US70 Sufficiency
15.3 Kind Hwy
3 Level Service
1 Route No.
00147 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1918 ADT Total
360 ADT Year
2007 Design Load
H 10 Skew
0 No. Main Spans
5 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
1 - Concrete Design
01 Length
107.94 Deck Width
22.5 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 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
576 Future ADT Year
2027 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
CLOSED 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
00676 ODOT County
12 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
1.001 Rt. Curb SW
1.001 Description
5-21ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1218 0984 X H Index
89.9762 Latitude
34:08:56.31 Longitude
-95:20:52.71 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 147 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
045 NBI Text
00676 Vault Link
http://plansrv1/bridgemaintvault/b00676 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.148975 Longitude DD
-95.347975 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
706 x
-10614088.0251698 y
4048823.31314584 |
|||||||||||||||||||||||||||||||||||||
| 00672 | 5563R1531 X | 672 | — | S.H. 74 | BLOODY RUSH CREEK | 5563 1531 X | 3-32ft. I-BM. SPANS | 1918 | 35.71 | -97.585 | 98.097 | 23.301 | — | 3 | 0 | 2 | 20.299 | 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) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5640 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
702 BRKEY
672 NBI No.
672 On Under
1 Structure No.
5563R1531 X Control No.
063 Lane Ind.
Milepoint
15310 Facility Carried
S.H. 74 Feature Intersected
BLOODY RUSH CREEK Division
04 County
109 Location
14.6 MI N JCT SH3A Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20.299 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1918 ADT Total
5640 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
98.097 Deck Width
23.301 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
2 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
-1 HS Inv. Rating Method
1 HS Inv. Method
18.629 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9024 Future ADT Year
2024 Bypass Detour
3.728227 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
00672 ODOT County
55 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
3-32ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5563 1531 X H Index
34.1744 Latitude
35:42:36 Longitude
-97:35:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 74 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
00672 Vault Link
http://plansrv1/bridgemaintvault/b00672 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.71 Longitude DD
-97.585 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
702 x
-10863112.5090616 y
4260790.84020308 |
|||||||||||||||||||||||||||||||||||||
| 00670 | 5824R1247 X | 670 | — | S.H. 10 | LITTLE ELM CREEK | 5824 1247 X | 4-12ft. CONC. ARCH & 20ft. CONC. SLAB SPANS | 1918 | 36.871175 | -94.83983611 | 83.99 | 27.999 | — | 4 | 0 | 2 | 26.001 | 1 - Concrete | Arch — Deck (11) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Critical (2) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7200 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
700 BRKEY
670 NBI No.
670 On Under
1 Structure No.
5824R1247 X Control No.
024 Lane Ind.
Milepoint
12470 Facility Carried
S.H. 10 Feature Intersected
LITTLE ELM CREEK Division
08 County
115 Location
2.1 MI E US69 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00010 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
1918 ADT Total
7200 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
4 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
23.999 Span Type Main
M Material
1 - Concrete Design
11 Length
83.99 Deck Width
27.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
27.007 HS Inv. Rating Method
1 HS Inv. Method
15.432 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2030 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
152742 Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00670 ODOT County
58 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
4-12ft. CONC. ARCH & 20ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5824 1247 X H Index
29.2392 Latitude
36:52:16.23 Longitude
-94:50:23.41 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
11 - Arch - Deck FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00670 Vault Link
http://plansrv1/bridgemaintvault/b00670 GIS FO/SD
SD H Inv. Method
12.346 Latitude DD
36.871175 Longitude DD
-94.83983611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
700 x
-10557522.2626827 y
4421165.42327884 |
|||||||||||||||||||||||||||||||||||||
| 00669 | 6606R0759 X | 669 | — | U.S. 169 | FOUR MILE CREEK | 6606 0759 X | 2-38ft. I-BM SPANS | 1918 | 36.46418889 | -95.70663333 | 80.052 | 26.903 | — | 2 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.8 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5300 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
699 BRKEY
669 NBI No.
669 On Under
1 Structure No.
6606R0759 X Control No.
006 Lane Ind.
Milepoint
07590 Facility Carried
U.S. 169 Feature Intersected
FOUR MILE CREEK Division
08 County
131 Location
9.9 MI S NOWATA C/L Sufficiency
48.8 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1918 ADT Total
5300 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
80.052 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.785 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2024 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00669 ODOT County
66 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
2-38ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6606 0759 X H Index
85.1975 Latitude
36:27:51.08 Longitude
-95:42:23.88 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 169 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
00669 Vault Link
http://plansrv1/bridgemaintvault/b00669 GIS FO/SD
SD H Inv. Method
22.708 Latitude DD
36.46418889 Longitude DD
-95.70663333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
699 x
-10654013.6878341 y
4364682.47220683 |
|||||||||||||||||||||||||||||||||||||
| 00668 | 5835R0386 X | 668 | — | S.H. 125 | CREEK | 5835 0386 X | 6-13ft. CONC ARCH SPAN | 1918 | 36.80425556 | -94.85536667 | 88.911 | 32.001 | — | 6 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.4 | 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) | B | 3300 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
698 BRKEY
668 NBI No.
668 On Under
1 Structure No.
5835R0386 X Control No.
035 Lane Ind.
Milepoint
03860 Facility Carried
S.H. 125 Feature Intersected
CREEK Division
08 County
115 Location
3.8 MI N US60 Sufficiency
48.4 Kind Hwy
3 Level Service
1 Route No.
00125 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1918 ADT Total
3300 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
01 Length
88.911 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2032 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00668 ODOT County
58 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
6-13ft. CONC ARCH SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5835 0386 X H Index
67 Latitude
36:48:15.32 Longitude
-94:51:19.32 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 125 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00668 Vault Link
http://plansrv1/bridgemaintvault/b00668 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
36.80425556 Longitude DD
-94.85536667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
698 x
-10559251.1167136 y
4411857.54430047 |
|||||||||||||||||||||||||||||||||||||
| 00667 | 5030R0013 X | 667 | — | S.H. 77D | HONEY CREEK | 5030 0013 X | 80ft. PONY TRUSS SPAN | 1918 | 34.45 | -97.13333333 | 82.021 | 16.001 | — | 1 | 0 | 1 | 15 | 3 - Steel | Truss — Thru (10) | M | Wood or Timber (8) | Posted for load (P) | 44.1 | Poor (4) | Satisfactory (6) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 110 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
697 BRKEY
667 NBI No.
667 On Under
1 Structure No.
5030R0013 X Control No.
030 Lane Ind.
Milepoint
00130 Facility Carried
S.H. 77D Feature Intersected
HONEY CREEK Division
07 County
099 Location
.1 MI E JCT US 77 Sufficiency
44.1 Kind Hwy
3 Level Service
1 Route No.
0077D Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
15 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
1918 ADT Total
110 ADT Year
2005 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
15 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
8 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
20.899 Span Type Main
M Material
3 - Steel Design
10 Length
82.021 Deck Width
16.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
6 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
33.951 HS Inv. Rating Method
1 HS Inv. Method
25.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
176 Future ADT Year
2025 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
-1 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
00667 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5030 0013 X H Index
44.0798 Latitude
34:27:00 Longitude
-97:08:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 77D Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
30 NBI Text
00667 Vault Link
http://plansrv1/bridgemaintvault/b00667 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
34.45 Longitude DD
-97.13333333 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
697 x
-10812833.2053489 y
4089387.27494218 |
|||||||||||||||||||||||||||||||||||||
| 00665 | 5737R0739 X | 665 | — | S.H. 97 | DELAWARE CREEK | 5737 0739 X | 70ft. PONY TRUSS SPAN( | 1918 | 36.25535 | -96.12173056 | 73.163 | 16.001 | — | 1 | 0 | 1 | 15 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 2 | Critical (2) | Critical (2) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 660 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
695 BRKEY
665 NBI No.
665 On Under
1 Structure No.
5737R0739 X Control No.
037 Lane Ind.
Milepoint
07390 Facility Carried
S.H. 97 Feature Intersected
DELAWARE CREEK Division
08 County
113 Location
7.6 MI. N. TULSA CL Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00097 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
15 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
1918 ADT Total
660 ADT Year
2004 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
15 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
10 Length
73.163 Deck Width
16.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
2 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
6 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
1056 Future ADT Year
2024 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
20NANA Posted Speed Limit
30 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00665 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
70ft. PONY TRUSS SPAN( Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5737 0739 X H Index
37.906 Latitude
36:15:19.26 Longitude
-96:07:18.23 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 97 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00665 Vault Link
http://plansrv1/bridgemaintvault/b00665 GIS FO/SD
SD H Inv. Method
9.921 Latitude DD
36.25535 Longitude DD
-96.12173056 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
695 x
-10700222.1001074 y
4335814.26260033 |
|||||||||||||||||||||||||||||||||||||
| 00664 | 5216R0286 X | 664 | — | S.H. 15 | BUNCH CREEK | 5216 0286 X | 22ft.-32ft.-22ft. I-BM. SPANS W/ PARAPET RETRO-FIT RAILS | 1927 | 36.53518333 | -97.41006111 | 76.115 | 22.3 | — | 3 | 0 | 2 | 20.2 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 12.7 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 820 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
694 BRKEY
664 NBI No.
664 On Under
1 Structure No.
5216R0286 X Control No.
016 Lane Ind.
Milepoint
02860 Facility Carried
S.H. 15 Feature Intersected
BUNCH CREEK Division
04 County
103 Location
2.8 MI E GARFIELD CO Sufficiency
12.7 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20.2 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
1927 ADT Total
820 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
20.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
76.115 Deck Width
22.3 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
3 Super Rating
3 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.762 HS Inv. Rating Method
1 HS Inv. Method
26.345 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2028 Bypass Detour
19 School Bus Rte.
3 Posted Weight
NR 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
00664 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
22ft.-32ft.-22ft. I-BM. SPANS W/ PARAPET RETRO-FIT RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5216 0286 X H Index
46.9443 Latitude
36:32:06.66 Longitude
-97:24:36.22 I257A
_ I257B
_ I257C
_ I257D
1 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
00664 Vault Link
http://plansrv1/bridgemaintvault/b00664 GIS FO/SD
SD H Inv. Method
14.551 Latitude DD
36.53518333 Longitude DD
-97.41006111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
694 x
-10843638.4009069 y
4374513.86672375 |
|||||||||||||||||||||||||||||||||||||
| 00661 | 5737R0721 X | 661 | — | S.H. 97 | CREEK | 5737 0721 X | 2-30ft. I-BM. SPANS | 1918 | 36.25276389 | -96.12254722 | 62.992 | 20 | — | 2 | 0 | 1 | 17.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.1 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 660 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
691 BRKEY
661 NBI No.
661 On Under
1 Structure No.
5737R0721 X Control No.
037 Lane Ind.
Milepoint
07210 Facility Carried
S.H. 97 Feature Intersected
CREEK Division
08 County
113 Location
7.4 MI. N. TULSA CL Sufficiency
59.1 Kind Hwy
3 Level Service
1 Route No.
00097 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
17.001 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
1918 ADT Total
660 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
62.992 Deck Width
20 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
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
45.085 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1056 Future ADT Year
2024 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
Nar Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00661 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
2-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5737 0721 X H Index
52.4023 Latitude
36:15:09.95 Longitude
-96:07:21.17 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 97 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
00661 Vault Link
http://plansrv1/bridgemaintvault/b00661 GIS FO/SD
SD H Inv. Method
17.086 Latitude DD
36.25276389 Longitude DD
-96.12254722 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
691 x
-10700313.0102828 y
4335457.26424642 |
|||||||||||||||||||||||||||||||||||||
| 00701 | 4455R0580 X | 701 | — | S.H. 24 | CREEK | 4455R0580 X | 27ft. TIMBER SPAN SK. 60 DEG. | 1919 | 34.97166667 | -97.49 | 26.903 | 22.001 | — | 1 | 30 | 2 | 22.001 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.1 | Critical (2) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 370 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
689 BRKEY
701 NBI No.
701 On Under
1 Structure No.
4455R0580 X Control No.
055 Lane Ind.
Milepoint
05800 Facility Carried
S.H. 24 Feature Intersected
CREEK Division
03 County
087 Location
3.0 MI S OF JCT SH 39 Sufficiency
16.1 Kind Hwy
3 Level Service
1 Route No.
00024 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1919 ADT Total
370 ADT Year
1999 Design Load
Other or Unknown Skew
30 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
26.903 Deck Width
22.001 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
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
4.96 HS Inv. Rating Method
2 HS Inv. Method
4.96 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
375 Future ADT Year
2017 Bypass Detour
4.97097 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
00701 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
27ft. TIMBER SPAN SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4455R0580 X H Index
100 Latitude
34:58:18 Longitude
-97:29:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 24 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
00701 Vault Link
http://plansrv1/bridgemaintvault/b00701 GIS FO/SD
SD H Inv. Method
4.96 Latitude DD
34.97166667 Longitude DD
-97.49 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
689 x
-10852537.1574362 y
4160031.42399795 |
|||||||||||||||||||||||||||||||||||||
| 00700 | 1670R0108 X | 700 | — | S.H. 115 | CREEK | 1670 0108 X | 20ft. CONCRETE ARCH SPAN | 1919 | 34.776544 | -98.580047 | 21.982 | 24.606 | — | 1 | 0 | 2 | 23.301 | 1 - Concrete | Arch — Deck (11) | M | Not applicable (N) | Open, no restriction (A) | 73 | Fair (5) | 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 | 320 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
688 BRKEY
700 NBI No.
700 On Under
1 Structure No.
1670R0108 X Control No.
070 Lane Ind.
Milepoint
01080 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
07 County
031 Location
0.4 MI S MEERS Sufficiency
73 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.301 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
1919 ADT Total
320 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
11 Length
21.982 Deck Width
24.606 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
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 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
512 Future ADT Year
2040 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00700 ODOT County
16 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
20ft. CONCRETE ARCH SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0108 X H Index
67 Latitude
34:46:35.56 Longitude
-98:34:48.17 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
11 - Arch - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
094 NBI Text
00700 Vault Link
http://plansrv1/bridgemaintvault/b00700 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.776544 Longitude DD
-98.580047 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
688 x
-10973880.634417 y
4133555.67758372 |
|||||||||||||||||||||||||||||||||||||
| 00685 | 3536R0639 X | 685 | — | S.H. 7 | PENNINGTON CREEK | 3536R0639 X | 80ft. PIN CONNECTED PONY TRUSS & 4-15ft. TIMBER SPANS | 1918 | 34.35333333 | -96.71 | 142.06 | 13.901 | — | 1 | 0 | 1 | 12.9 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 2 | Critical (2) | Critical (2) | Critical (2) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
667 BRKEY
685 NBI No.
685 On Under
1 Structure No.
3536R0639 X Control No.
036 Lane Ind.
Milepoint
06390 Facility Carried
S.H. 7 Feature Intersected
PENNINGTON CREEK Division
03 County
069 Location
4.4 MI W JCT SH99 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
12.9 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
1918 ADT Total
300 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
12.9 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
142.06 Deck Width
13.901 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
2 Super Rating
2 Sub Rating
2 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
2 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
200 Future ADT Year
2017 Bypass Detour
26.09759 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
00685 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PIN CONNECTED PONY TRUSS & 4-15ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3536R0639 X H Index
100 Latitude
34:21:12 Longitude
-96:42:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00685 Vault Link
http://plansrv1/bridgemaintvault/b00685 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.35333333 Longitude DD
-96.71 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
667 x
-10765707.9546175 y
4076345.31002997 |
|||||||||||||||||||||||||||||||||||||
| 00683 | 6733R0532 X | 683 | — | S.H. 99A | TURKEY CREEK | 6733 0532 X | 40ft.-50ft.-40ft. I-BM. SPANS | 1940 | 35.348153 | -96.691639 | 130.906 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.6 | 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) | B | 670 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
665 BRKEY
683 NBI No.
683 On Under
1 Structure No.
6733R0532 X Control No.
033 Lane Ind.
Milepoint
05320 Facility Carried
S.H. 99A Feature Intersected
TURKEY CREEK Division
03 County
133 Location
5.8 MI E POTT CO Sufficiency
39.6 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
670 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 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.
3 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1072 Future ADT Year
2037 Bypass Detour
9.941939 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
00683 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6733 0532 X H Index
70.6267 Latitude
35:20:53.35 Longitude
-96:41:29.9 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99A 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
00683 Vault Link
http://plansrv1/bridgemaintvault/b00683 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.348153 Longitude DD
-96.691639 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
665 x
-10763664.017447 y
4211294.97692738 |
|||||||||||||||||||||||||||||||||||||
| 00682 | 4108 0393 X | 682 | — | SLWC R.R. | S.H. 66 UNDER | 4108 0393 X | 39ft.- 50ft.- 39ft. BALLAS | 1955 | 35.70975278 | -96.82789167 | 129.921 | 8.999 | — | 3 | 36 | 2 | 27.579 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 07 - Major Collector (Rural) | H | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
664 BRKEY
682 NBI No.
682 On Under
2 Structure No.
4108 0393 X Control No.
008 Lane Ind.
Milepoint
03930 Facility Carried
SLWC R.R. Feature Intersected
S.H. 66 UNDER Division
03 County
081 Location
3.9 MI E JCT SH 18 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.749 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
3900 ADT Year
2022 Design Load
Railroad Skew
36 No. Main Spans
3 Road Width
27.579 Ref. Underclearance Rt.
H Underclearance Right
4.199 Underclearance Left
7.874 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.579 Span Type Main
M Material
3 - Steel Design
02 Length
129.921 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
59.55 HS Inv. Rating Method
! HS Inv. Method
59.525 H Operating Rating
! H Inv. Rating Method
! Future ADT
6240 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
00682 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.- 50ft.- 39ft. BALLAS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4108 0393 X H Index
-1 Latitude
35:42:35.11 Longitude
-96:49:40.41 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 66 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
00682 Vault Link
http://plansrv1/bridgemaintvault/b00682 GIS FO/SD
Meets Standards H Inv. Method
59.525 Latitude DD
35.70975278 Longitude DD
-96.82789167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
664 x
-10778831.5952907 y
4260756.94736665 |
|||||||||||||||||||||||||||||||||||||
| 00680 | 2720R1584 X | 680 | — | S.H. 132 | SAND CREEK | 2720R1584 X | 2-60ft. PONY TRUSS SPA | 1918 | 36.88546944 | -98.03755833 | 123.031 | 17.999 | — | 2 | 0 | 2 | 17.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for other load-capacity restriction (R) | 20.3 | Poor (4) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 780 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
662 BRKEY
680 NBI No.
680 On Under
1 Structure No.
2720R1584 X Control No.
020 Lane Ind.
Milepoint
15840 Facility Carried
S.H. 132 Feature Intersected
SAND CREEK Division
04 County
053 Location
5.1 MI N JCT SH 11 Sufficiency
20.3 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.001 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
1918 ADT Total
780 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.001 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
10 Length
123.031 Deck Width
17.999 Bridge Open Closed
R 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
6 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
25.794 HS Inv. Rating Method
2 HS Inv. Method
14.881 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
600 Future ADT Year
2019 Bypass Detour
67.108088 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
00680 ODOT County
27 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
2-60ft. PONY TRUSS SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2720R1584 X H Index
100 Latitude
36:53:07.69 Longitude
-98:02:15.21 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 132 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00680 Vault Link
http://plansrv1/bridgemaintvault/b00680 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.88546944 Longitude DD
-98.03755833 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
662 x
-10913491.0719115 y
4423154.70491162 |
|||||||||||||||||||||||||||||||||||||
| 00679 | 1320R0597 X | 679 | — | S.H. 325 | TESSE EQUITE CREEK | 1320R0597 X | 36ft.-43ft.-44ft. I-BM. TIMBER SPANS SK.60 DEG. | 1918 | 36.90166667 | -102.89833333 | 124.016 | 20.2 | — | 3 | 30 | 2 | 19.8 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Wood or Timber (8) | Open, no restriction (A) | 23.8 | Critical (2) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
661 BRKEY
679 NBI No.
679 On Under
1 Structure No.
1320R0597 X Control No.
020 Lane Ind.
Milepoint
05970 Facility Carried
S.H. 325 Feature Intersected
TESSE EQUITE CREEK Division
06 County
025 Location
5.9 MI E OKLA. S/L Sufficiency
23.8 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20.2 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
1918 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
30 No. Main Spans
3 Road Width
19.8 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
8 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
124.016 Deck Width
20.2 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
4 Approach Alignment
4 HS Operating Rating Method
2 HS Operating Rating
6.945 HS Inv. Rating Method
2 HS Inv. Method
6.945 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
75 Future ADT Year
2017 Bypass Detour
60.273005 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
00679 ODOT County
13 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
1.001 Rt. Curb SW
1.001 Description
36ft.-43ft.-44ft. I-BM. TIMBER SPANS SK.60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1320R0597 X H Index
100 Latitude
36:54:06 Longitude
-102:53:54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 325 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
00679 Vault Link
http://plansrv1/bridgemaintvault/b00679 GIS FO/SD
SD H Inv. Method
6.945 Latitude DD
36.90166667 Longitude DD
-102.89833333 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
661 x
-11454590.0697721 y
4425409.23792041 |
|||||||||||||||||||||||||||||||||||||
| 00636 | 1320R0200 X | 636 | — | S.H. 325 | CREEK | 1320R0200 X | 44ft. I-BM. TIMBER SPAN | 1918 | 36.90666667 | -102.96666667 | 45.932 | 17.999 | — | 1 | 0 | 2 | 17.402 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.8 | Critical (2) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
660 BRKEY
636 NBI No.
636 On Under
1 Structure No.
1320R0200 X Control No.
020 Lane Ind.
Milepoint
02000 Facility Carried
S.H. 325 Feature Intersected
CREEK Division
06 County
025 Location
2.0 MI E OKLA. S/L Sufficiency
23.8 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1918 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
17.402 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
45.932 Deck Width
17.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
4 Approach Alignment
4 HS Operating Rating Method
2 HS Operating Rating
5.952 HS Inv. Rating Method
2 HS Inv. Method
5.952 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
75 Future ADT Year
2017 Bypass Detour
60.273005 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
00636 ODOT County
13 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
1.001 Rt. Curb SW
1.001 Description
44ft. I-BM. TIMBER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1320R0200 X H Index
100 Latitude
36:54:24 Longitude
-102:58:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 325 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00636 Vault Link
http://plansrv1/bridgemaintvault/b00636 GIS FO/SD
SD H Inv. Method
5.952 Latitude DD
36.90666667 Longitude DD
-102.96666667 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
660 x
-11462196.9023851 y
4426105.29710138 |
|||||||||||||||||||||||||||||||||||||
| 00635 | 1802R0140 X | 635 | — | U.S. 59 | COW CREEK | 1802R0140 X | 2-17ft. CONC. SLAB SPA | 1918 | 36.875 | -95.02166667 | 40.026 | 32.3 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 20.3 | Critical (2) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
659 BRKEY
635 NBI No.
635 On Under
1 Structure No.
1802R0140 X Control No.
002 Lane Ind.
Milepoint
01400 Facility Carried
U.S. 59 Feature Intersected
COW CREEK Division
08 County
035 Location
1.4 MI W OTTAWA C/L Sufficiency
20.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.3 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
1918 ADT Total
1800 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
30 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
1 - Concrete Design
01 Length
40.026 Deck Width
32.3 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
33.731 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2017 Bypass Detour
41.010498 School Bus Rte.
1 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
00635 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
2-17ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1802R0140 X H Index
100 Latitude
36:52:30 Longitude
-95:01:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00635 Vault Link
http://plansrv1/bridgemaintvault/b00635 GIS FO/SD
Meets Standards H Inv. Method
13.889 Latitude DD
36.875 Longitude DD
-95.02166667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
659 x
-10577763.5480326 y
4421697.69182016 |
|||||||||||||||||||||||||||||||||||||
| 00634 | 7715 0103 X | 634 | — | S.H. 50B | BULL CREEK | 7715 0103 X | 2-23ft. CONC. SLAB OVE | 1938 | 36.449514 | -99.264283 | 46.916 | 27.887 | — | 4 | 0 | 2 | 25.919 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.9 | 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 | 420 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
658 BRKEY
634 NBI No.
634 On Under
1 Structure No.
7715 0103 X Control No.
015 Lane Ind.
Milepoint
01030 Facility Carried
S.H. 50B Feature Intersected
BULL CREEK Division
06 County
153 Location
3.6 MI W SH 50 Sufficiency
85.9 Kind Hwy
3 Level Service
1 Route No.
0050B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.919 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
420 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
21.001 Span Type Main
M Material
1 - Concrete Design
01 Length
46.916 Deck Width
27.887 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
6 Super Rating
6 Sub Rating
6 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
47.7 HS Inv. Rating Method
1 HS Inv. Method
28.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
672 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
00634 ODOT County
77 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
2-23ft. CONC. SLAB OVE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7715 0103 X H Index
90.0513 Latitude
36:26:58.25 Longitude
-99:15:51.42 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50B Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00634 Vault Link
http://plansrv1/bridgemaintvault/b00634 GIS FO/SD
Meets Standards H Inv. Method
15.8 Latitude DD
36.449514 Longitude DD
-99.264283 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
658 x
-11050049.4375194 y
4362651.39924846 |
|||||||||||||||||||||||||||||||||||||
| 00633 | 5220R0066 X | 633 | — | S.H. 15 | CREEK | 5220 0066 X | 42ft. I-BM. SPAN W/ PARAPET RETRO-FIT RAILS | 1918 | 36.46345 | -97.27091111 | 42.979 | 22.999 | — | 1 | 0 | 2 | 20.2 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 29.1 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
657 BRKEY
633 NBI No.
633 On Under
1 Structure No.
5220R0066 X Control No.
020 Lane Ind.
Milepoint
00660 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
04 County
103 Location
.7 MI E JCT US77 Sufficiency
29.1 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20.2 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
1918 ADT Total
830 ADT Year
2006 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
20.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
42.979 Deck Width
22.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
23.479 HS Inv. Rating Method
1 HS Inv. Method
16.314 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2026 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
CLOSED 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
00633 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
42ft. I-BM. SPAN W/ PARAPET RETRO-FIT RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5220 0066 X H Index
0.0007 Latitude
36:27:48.42 Longitude
-97:16:15.28 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 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
00633 Vault Link
http://plansrv1/bridgemaintvault/b00633 GIS FO/SD
SD H Inv. Method
11.685 Latitude DD
36.46345 Longitude DD
-97.27091111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
657 x
-10828148.293763 y
4364580.19720839 |
|||||||||||||||||||||||||||||||||||||
| 00632 | 4424R0056 X | 632 | — | S.H. 59 | CREEK | 4424R0056 X | 40ft. I-BM. SPAN | 1918 | 34.91333333 | -97.39666667 | 40.026 | 20 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.7 | Poor (4) | Satisfactory (6) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
656 BRKEY
632 NBI No.
632 On Under
1 Structure No.
4424R0056 X Control No.
024 Lane Ind.
Milepoint
00560 Facility Carried
S.H. 59 Feature Intersected
CREEK Division
03 County
087 Location
0.5 MI. E. JCT. SH74 Sufficiency
41.7 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1918 ADT Total
620 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
40.026 Deck Width
20 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
4 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
500 Future ADT Year
2017 Bypass Detour
8.077825 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
00632 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4424R0056 X H Index
100 Latitude
34:54:48 Longitude
-97:23:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 59 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
00632 Vault Link
http://plansrv1/bridgemaintvault/b00632 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
34.91333333 Longitude DD
-97.39666667 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
656 x
-10842147.3386666 y
4152109.71804117 |
|||||||||||||||||||||||||||||||||||||
| 00631 | 7246R0043 X | 631 | — | S.H. 20 | CREEK | 7246R0043 X | 42ft. I-BM. SPAN WITH 2-18ft. SAFETY CURBS | 1918 | 36.37166667 | -95.98833333 | 42.979 | 31.299 | — | 1 | 0 | 2 | 28.301 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.5 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
655 BRKEY
631 NBI No.
631 On Under
1 Structure No.
7246R0043 X Control No.
046 Lane Ind.
Milepoint
00430 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
143 Location
0.4 MI E OSAGE C/L Sufficiency
58.5 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.301 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
1918 ADT Total
7000 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
28.301 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
42.979 Deck Width
31.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
31.747 HS Inv. Rating Method
2 HS Inv. Method
31.747 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6500 Future ADT Year
2017 Bypass Detour
19.262507 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
00631 ODOT County
72 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
42ft. I-BM. SPAN WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7246R0043 X H Index
100 Latitude
36:22:18 Longitude
-95:59:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00631 Vault Link
http://plansrv1/bridgemaintvault/b00631 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
36.37166667 Longitude DD
-95.98833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
655 x
-10685372.3883906 y
4351883.38513731 |
|||||||||||||||||||||||||||||||||||||
| 00627 | 1002R1875NX | 627 | — | U.S. 70 | CREEK | 1002 1875NX | 2-15ft. I-BM. SPANS | 1918 | 34.32333889 | -96.66564167 | 29.856 | 25 | — | 2 | 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) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4850 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
651 BRKEY
627 NBI No.
627 On Under
1 Structure No.
1002R1875NX Control No.
002 Lane Ind.
N Milepoint
18750 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
18.5 MI E JEFFERSON C/L Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1918 ADT Total
4850 ADT Year
2005 Design Load
H 10 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
29.856 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
2 Super Rating
2 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
24.03 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7760 Future ADT Year
2025 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
223645 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
00627 ODOT County
10 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
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
2-15ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1002 1875NX H Index
45.5909 Latitude
34:19:24.02 Longitude
-96:39:56.31 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
009 NBI Text
00627 Vault Link
http://plansrv1/bridgemaintvault/b00627 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
34.32333889 Longitude DD
-96.66564167 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
651 x
-10760770.0079094 y
4072301.61291954 |
|||||||||||||||||||||||||||||||||||||
| 00626 | 4420R1600 X | 626 | — | S.H. 59 | TURKEY CREEK | 4420R1600 X | 29ft. TIMBER SPAN | 1918 | 34.91333333 | -97.44666667 | 29.856 | 25 | — | 1 | 0 | 2 | 23.999 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.2 | Critical (2) | Fair (5) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 330 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
650 BRKEY
626 NBI No.
626 On Under
1 Structure No.
4420R1600 X Control No.
020 Lane Ind.
Milepoint
16000 Facility Carried
S.H. 59 Feature Intersected
TURKEY CREEK Division
03 County
087 Location
2.2 MI. W. JCT. SH74 Sufficiency
21.2 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1918 ADT Total
330 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
29.856 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
4.96 HS Inv. Rating Method
2 HS Inv. Method
4.96 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
350 Future ADT Year
2017 Bypass Detour
11.806053 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
00626 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
29ft. TIMBER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4420R1600 X H Index
100 Latitude
34:54:48 Longitude
-97:26:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 59 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
00626 Vault Link
http://plansrv1/bridgemaintvault/b00626 GIS FO/SD
SD H Inv. Method
4.96 Latitude DD
34.91333333 Longitude DD
-97.44666667 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
650 x
-10847713.3132063 y
4152109.71804117 |
|||||||||||||||||||||||||||||||||||||
| 00625 | 6416 1502 X | 625 | — | S.H. 3 | CREEK | 6416 1502 X | (3) 10ft. X 5ft. X 46ft. LONG RCB | 1918 | 34.19833889 | -95.3578 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
649 BRKEY
625 NBI No.
625 On Under
1 Structure No.
6416 1502 X Control No.
016 Lane Ind.
Milepoint
15020 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
127 Location
12.3 W MCCURTAIN C/L Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1918 ADT Total
2000 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
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
42.253241 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
00625 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
(3) 10ft. X 5ft. X 46ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 1502 X H Index
97.6444 Latitude
34:11:54.02 Longitude
-95:21:28.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
062 NBI Text
00625 Vault Link
http://plansrv1/bridgemaintvault/b00625 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.19833889 Longitude DD
-95.3578 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
649 x
-10615181.7391668 y
4055465.28695838 |