ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 03529 | 7320R0733 X | 3529 | — | S.H. 72 | CREEK | 7320 0733 X | 2-10ft.X 7.8ft.X 105ft. R. | 1932 | 35.95333333 | -95.635 | 24.934 | 23.999 | — | 2 | 0 | 2 | 23.901 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 8.1 | Failed (0) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 7800 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
3103 BRKEY
3529 NBI No.
3529 On Under
1 Structure No.
7320R0733 X Control No.
020 Lane Ind.
Milepoint
07330 Facility Carried
S.H. 72 Feature Intersected
CREEK Division
01 County
145 Location
0.1 MI S JCT SH-51 Sufficiency
8.1 Kind Hwy
3 Level Service
1 Route No.
00072 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1932 ADT Total
7800 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.901 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
00 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
23.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
5 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
12480 Future ADT Year
2028 Bypass Detour
14.912909 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
03529 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7.8ft.X 105ft. R. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7320 0733 X H Index
89.6951 Latitude
35:57:12 Longitude
-95:38:06 I257A
_ I257B
_ I257C
_ I257D
0 I257E
0 I263
0 Roadway Name
S.H. 72 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03529 Vault Link
http://plansrv1/bridgemaintvault/b03529 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.95333333 Longitude DD
-95.635 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
3103 x
-10646039.5020147 y
4294202.00868232 |
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| 03438 | 4726R2375SX | 3438 | — | U.S. 412 | COTTONWOOD CREEK | 4726R2375SX | 5-36ft. I-BM. SPANS | 1931 | 36.36166667 | -98.48666667 | 181.102 | 25 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.6 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 840 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
3102 BRKEY
3438 NBI No.
3438 On Under
1 Structure No.
4726R2375SX Control No.
026 Lane Ind.
S Milepoint
23750 Facility Carried
U.S. 412 Feature Intersected
COTTONWOOD CREEK Division
06 County
093 Location
0.7 MI W JCT US 60 Sufficiency
46.6 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1931 ADT Total
840 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 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.
5 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 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
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2018 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03438 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4726R2375SX H Index
74.2607 Latitude
36:21:42 Longitude
-98:29:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 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
03438 Vault Link
http://plansrv1/bridgemaintvault/b03438 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.36166667 Longitude DD
-98.48666667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3102 x
-10963485.5836313 y
4350500.9445804 |
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| 03437 | 2014R1730 X | 3437 | — | S.H. 33 | EAST BARNITZ CREEK | 2014 1730 X | 5-36ft. I-BEAM SPANS | 1931 | 35.638608 | -99.069956 | 182.087 | 25 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.5 | 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 | 720 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
3101 BRKEY
3437 NBI No.
3437 On Under
1 Structure No.
2014R1730 X Control No.
014 Lane Ind.
Milepoint
17300 Facility Carried
S.H. 33 Feature Intersected
EAST BARNITZ CREEK Division
05 County
039 Location
6.4 MI E JCT S.H. 44 S. Sufficiency
63.5 Kind Hwy
3 Level Service
1 Route No.
00033 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
1931 ADT Total
720 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
182.087 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2040 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y2 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03437 ODOT County
20 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
5-36ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2014 1730 X H Index
84.343 Latitude
35:38:18.99 Longitude
-99:04:11.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03437 Vault Link
http://plansrv1/bridgemaintvault/b03437 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.638608 Longitude DD
-99.069956 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3101 x
-11028417.054832 y
4251007.65615318 |
|||||||||||||||||||||||||||||||||||||
| 03436 | 2014R1651 X | 3436 | — | S.H. 33 | WEST BARNITZ CREEK | 2014 1651 X | 5-36ft. I-BEAM SPANS | 1931 | 35.638611 | -99.084014 | 182.087 | 25 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.5 | 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 | 720 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
3100 BRKEY
3436 NBI No.
3436 On Under
1 Structure No.
2014R1651 X Control No.
014 Lane Ind.
Milepoint
16510 Facility Carried
S.H. 33 Feature Intersected
WEST BARNITZ CREEK Division
05 County
039 Location
5.6 MI E JCT S.H. 44 S. Sufficiency
63.5 Kind Hwy
3 Level Service
1 Route No.
00033 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
1931 ADT Total
720 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
182.087 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2040 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y2 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03436 ODOT County
20 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
5-36ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2014 1651 X H Index
85.1311 Latitude
35:38:19 Longitude
-99:05:02.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03436 Vault Link
http://plansrv1/bridgemaintvault/b03436 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.638611 Longitude DD
-99.084014 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3100 x
-11029981.9842336 y
4251008.06707364 |
|||||||||||||||||||||||||||||||||||||
| 03435 | 1002R1422SX | 3435 | — | U.S. 70 | COTTONWOOD CREEK | 1002 1422SX | 5-36ft. concrete girder spans skewed 34deg. | 1931 | 34.17280833 | -97.31431389 | 186.024 | 25 | — | 5 | 34 | 2 | 21.499 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 48.9 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4300 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
3099 BRKEY
3435 NBI No.
3435 On Under
1 Structure No.
1002R1422SX Control No.
002 Lane Ind.
S Milepoint
14220 Facility Carried
U.S. 70 Feature Intersected
COTTONWOOD CREEK Division
07 County
019 Location
14.0 MI E JEFFERSON C/L Sufficiency
48.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
4300 ADT Year
2008 Design Load
H 15 Skew
34 No. Main Spans
5 Road Width
21.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
21.499 Span Type Main
M Material
1 - Concrete Design
02 Length
186.024 Deck Width
25 Bridge Open Closed
K 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
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
63.162 HS Inv. Rating Method
2 HS Inv. Method
38.36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6880 Future ADT Year
2028 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED 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
03435 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
1.499 Rt. Curb SW
1.499 Description
5-36ft. concrete girder spans skewed 34deg. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1002 1422SX H Index
66.2602 Latitude
34:10:22.11 Longitude
-97:18:51.53 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
008 NBI Text
03435 Vault Link
http://plansrv1/bridgemaintvault/b03435 GIS FO/SD
SD H Inv. Method
25.353 Latitude DD
34.17280833 Longitude DD
-97.31431389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3099 x
-10832979.8691316 y
4052029.63276863 |
|||||||||||||||||||||||||||||||||||||
| 03434 | 4116R0670 X | 3434 | — | S.H. 18 | DRY CREEK | 4116 0670 X | 8-22ft. CONC SLAB SPAN | 1931 | 35.79896389 | -96.87606111 | 180.118 | 24.934 | — | 8 | 0 | 2 | 21.982 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 28.1 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
3098 BRKEY
3434 NBI No.
3434 On Under
1 Structure No.
4116R0670 X Control No.
016 Lane Ind.
Milepoint
06700 Facility Carried
S.H. 18 Feature Intersected
DRY CREEK Division
03 County
081 Location
6.9 MI N JCT SH 66 Sufficiency
28.1 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
2400 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
180.118 Deck Width
24.934 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
5 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.7 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2037 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03434 ODOT County
41 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
8-22ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4116 0670 X H Index
84.6803 Latitude
35:47:56.27 Longitude
-96:52:33.82 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03434 Vault Link
http://plansrv1/bridgemaintvault/b03434 GIS FO/SD
SD H Inv. Method
13.9 Latitude DD
35.79896389 Longitude DD
-96.87606111 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3098 x
-10784193.7928232 y
4272994.25596088 |
|||||||||||||||||||||||||||||||||||||
| 03433 | 2904 0284 X | 3433 | — | U.S. 62 | EAST FORK SANDY CREEK | 2904 0284 X | 5-36ft. P/S CONC. BEAM SPANS | 1931 | 34.681575 | -99.86241389 | 182.087 | 46.001 | — | 5 | 0 | 2 | 43.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3097 BRKEY
3433 NBI No.
3433 On Under
1 Structure No.
2904 0284 X Control No.
004 Lane Ind.
Milepoint
02840 Facility Carried
U.S. 62 Feature Intersected
EAST FORK SANDY CREEK Division
05 County
057 Location
2.7 MI E JCT S.H. 30 Sufficiency
78.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.002 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1931 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
43.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.087 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03433 ODOT County
29 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-36ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2904 0284 X H Index
78.6391 Latitude
34:40:53.67 Longitude
-99:51:44.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03433 Vault Link
http://plansrv1/bridgemaintvault/b03433 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.681575 Longitude DD
-99.86241389 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3097 x
-11116633.0636219 y
4120692.21572452 |
|||||||||||||||||||||||||||||||||||||
| 03705 | 3506 1130 X | 3705 | — | S.H. 7 | SULPHUR BRANCH CREEK | 3506 1130 X | (12ft.-14ft.-12ft.)X 10ft.X 31ft. RDY RCBOX SK. 45 DEG. | 1932 | 34.37557222 | -96.45336944 | 59.055 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3093 BRKEY
3705 NBI No.
3705 On Under
1 Structure No.
3506 1130 X Control No.
006 Lane Ind.
Milepoint
11300 Facility Carried
S.H. 7 Feature Intersected
SULPHUR BRANCH CREEK Division
03 County
069 Location
1.5 MI W JCT SH48 Sufficiency
86.1 Kind Hwy
3 Level Service
1 Route No.
00007 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
1932 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
59.055 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.8 HS Inv. Rating Method
1 HS Inv. Method
26.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
57.166149 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
03705 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 31ft. RDY RCBOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3506 1130 X H Index
97.69 Latitude
34:22:32.06 Longitude
-96:27:12.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03705 Vault Link
http://plansrv1/bridgemaintvault/b03705 GIS FO/SD
Meets Standards H Inv. Method
14.7 Latitude DD
34.37557222 Longitude DD
-96.45336944 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3093 x
-10737139.9713563 y
4079344.37767952 |
|||||||||||||||||||||||||||||||||||||
| 03704 | 6240R1100 X | 3704 | — | S.H. 99 | BOIS D'ARC CREEK | 6240 1100 X | 50ft. I-BM SPANS | 1932 | 34.65945556 | -96.63484722 | 50.853 | 24.934 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.5 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
3092 BRKEY
3704 NBI No.
3704 On Under
1 Structure No.
6240R1100 X Control No.
040 Lane Ind.
Milepoint
11000 Facility Carried
S.H. 99 Feature Intersected
BOIS D'ARC CREEK Division
03 County
123 Location
5.5 S JCT SH 3 Sufficiency
49.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2400 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
50.853 Deck Width
24.934 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.817 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2030 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03704 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6240 1100 X H Index
59.1398 Latitude
34:39:34.04 Longitude
-96:38:05.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03704 Vault Link
http://plansrv1/bridgemaintvault/b03704 GIS FO/SD
SD H Inv. Method
23.479 Latitude DD
34.65945556 Longitude DD
-96.63484722 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3092 x
-10757341.9854162 y
4117698.2779917 |
|||||||||||||||||||||||||||||||||||||
| 03703 | 6806 1087 X | 3703 | — | U.S. 64 | WEST NEGRO CREEK | 6806 1087 X | 50ft. I-BEAM | 1932 | 35.46360833 | -94.90841667 | 51 | 31 | — | 1 | 0 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.8 | 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) | C | 3000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3091 BRKEY
3703 NBI No.
3703 On Under
1 Structure No.
6806 1087 X Control No.
006 Lane Ind.
Milepoint
10870 Facility Carried
U.S. 64 Feature Intersected
WEST NEGRO CREEK Division
01 County
135 Location
10.87 E JCT SH-10 Sufficiency
68.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1932 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36 Span Type Main
M Material
3 - Steel Design
02 Length
51 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.3 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
11 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
03703 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6806 1087 X H Index
92.1065 Latitude
35:27:48.99 Longitude
-94:54:30.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
06-1087 NBI Text
03703 Vault Link
http://plansrv1/bridgemaintvault/b03703 GIS FO/SD
FO H Inv. Method
20.1 Latitude DD
35.46360833 Longitude DD
-94.90841667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3091 x
-10565156.6157002 y
4227063.51111371 |
|||||||||||||||||||||||||||||||||||||
| 03624 | 0420 0739 X | 3624 | — | U.S. 270 | CREEK | 0420 0739 X | 3-8ft.X 5ft.X 70ft. R.C. B | 1932 | 36.80198333 | -100.51958611 | 37.073 | 48.999 | — | 3 | 45 | 2 | 43 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
3090 BRKEY
3624 NBI No.
3624 On Under
1 Structure No.
0420 0739 X Control No.
020 Lane Ind.
Milepoint
07390 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
7.6 MI.S. JCT. US64 Sufficiency
92.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
43 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
48.999 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
73 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
57.787521 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03624 ODOT County
04 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
3-8ft.X 5ft.X 70ft. R.C. B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0420 0739 X H Index
95.339 Latitude
36:48:07.14 Longitude
-100:31:10.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03624 Vault Link
http://plansrv1/bridgemaintvault/b03624 GIS FO/SD
Meets Standards H Inv. Method
42.8 Latitude DD
36.80198333 Longitude DD
-100.51958611 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3090 x
-11189789.1405158 y
4411541.64086656 |
|||||||||||||||||||||||||||||||||||||
| 03623 | 3306 0735 X | 3623 | — | U.S. 283 | CREEK | 3306 0735 X | 4-8ft.X4ft.X41ft. RDY. R.C.BOX | 1932 | 34.53507222 | -99.33380833 | 36.089 | 43.002 | — | 4 | 0 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3089 BRKEY
3623 NBI No.
3623 On Under
1 Structure No.
3306 0735 X Control No.
006 Lane Ind.
Milepoint
07350 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
7.3 MI N TEXAS ST. LINE Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.999882 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03623 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-8ft.X4ft.X41ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3306 0735 X H Index
95.1692 Latitude
34:32:06.26 Longitude
-99:20:01.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03623 Vault Link
http://plansrv1/bridgemaintvault/b03623 GIS FO/SD
Meets Standards H Inv. Method
21.3 Latitude DD
34.53507222 Longitude DD
-99.33380833 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3089 x
-11057788.9618522 y
4100877.44514457 |
|||||||||||||||||||||||||||||||||||||
| 03622 | 3308R0702 X | 3622 | — | U.S. 283 | CREEK | 3308R0702 X | 3-10ft.X 3ft.X 52ft. RDY. | 1932 | 34.73983889 | -99.33484722 | 33.136 | 53.999 | — | 3 | 0 | 2 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5920 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
3088 BRKEY
3622 NBI No.
3622 On Under
1 Structure No.
3308R0702 X Control No.
008 Lane Ind.
Milepoint
07020 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
3 MI S JCT SH 19 BLAIR Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
5920 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
53.999 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
5400 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03622 ODOT County
33 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 3ft.X 52ft. RDY. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3308R0702 X H Index
100 Latitude
34:44:23.42 Longitude
-99:20:05.45 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UNDCONSTC NBI Text
03622 Vault Link
http://plansrv1/bridgemaintvault/b03622 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.73983889 Longitude DD
-99.33484722 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3088 x
-11057904.610558 y
4128582.25233874 |
|||||||||||||||||||||||||||||||||||||
| 03621 | 3308 0683 X | 3621 | — | U.S. 283 | CREEK | 3308 0683 X | 3-10ft.X3ft.X131ft. R.C.BOX | 1932 | 34.73710556 | -99.335 | 33.136 | 133.005 | — | 3 | 0 | 2 | 130.997 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3087 BRKEY
3621 NBI No.
3621 On Under
1 Structure No.
3308 0683 X Control No.
008 Lane Ind.
Milepoint
06830 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
3.2 MI S JCT S.H. 19 Sufficiency
71.3 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
6200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
130.997 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
0 Appr. Roadway Width
78.002 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
133.005 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.5 HS Inv. Rating Method
1 HS Inv. Method
23.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
39.999898 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03621 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X3ft.X131ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3308 0683 X H Index
92.74 Latitude
34:44:13.58 Longitude
-99:20:06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03621 Vault Link
http://plansrv1/bridgemaintvault/b03621 GIS FO/SD
Meets Standards H Inv. Method
14.5 Latitude DD
34.73710556 Longitude DD
-99.335 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3087 x
-11057921.6179498 y
4128211.9832697 |
|||||||||||||||||||||||||||||||||||||
| 03620 | 6240 0621 X | 3620 | — | S.H. 99 | CREEK | 6240 0621 X | 2-10ft.X6ft.X40ft. RC BOX | 1932 | 34.590842 | -96.634669 | 34.121 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3086 BRKEY
3620 NBI No.
3620 On Under
1 Structure No.
6240 0621 X Control No.
040 Lane Ind.
Milepoint
06210 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
03 County
123 Location
10.2 MI S JCT SH 3 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
45 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
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
55.2 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2042 Bypass Detour
44.738726 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
03620 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X40ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6240 0621 X H Index
94.9708 Latitude
34:35:27.03 Longitude
-96:38:04.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03620 Vault Link
http://plansrv1/bridgemaintvault/b03620 GIS FO/SD
Meets Standards H Inv. Method
30.7 Latitude DD
34.590842 Longitude DD
-96.634669 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3086 x
-10757322.1460565 y
4108416.29027781 |
|||||||||||||||||||||||||||||||||||||
| 03619 | 4606R0608 X | 3619 | — | U.S. 266 | WAYNE CREEK | 4606 0608 X | (3) 10ft. X 8ft. X 24ft. LONG RCB | 1932 | 35.50733889 | -95.71450278 | 33.999 | 25 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
3085 BRKEY
3619 NBI No.
3619 On Under
1 Structure No.
4606R0608 X Control No.
006 Lane Ind.
Milepoint
06080 Facility Carried
U.S. 266 Feature Intersected
WAYNE CREEK Division
01 County
091 Location
6.08 E OKMULGEE C/L Sufficiency
76.1 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1100 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
42.9 HS Inv. Rating Method
1 HS Inv. Method
25.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2032 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03619 ODOT County
46 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
1.499 Rt. Curb SW
1.499 Description
(3) 10ft. X 8ft. X 24ft. LONG RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4606 0608 X H Index
85.5014 Latitude
35:30:26.42 Longitude
-95:42:52.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
06-0608 NBI Text
03619 Vault Link
http://plansrv1/bridgemaintvault/b03619 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.50733889 Longitude DD
-95.71450278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3085 x
-10654889.711001 y
4233042.0040393 |
|||||||||||||||||||||||||||||||||||||
| 03528 | 0936R0734 X | 3528 | — | S.H. 152 | CREEK | 0936R0734 X | 25ft. I-BM. SPAN SK.45 DEG. | 1932 | 35.39166667 | -97.80666667 | 25.919 | 23.301 | — | 1 | 45 | 2 | 22.3 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
3084 BRKEY
3528 NBI No.
3528 On Under
1 Structure No.
0936R0734 X Control No.
036 Lane Ind.
Milepoint
07340 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
7.6 MI. E. JCT. US81 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.3 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1500 ADT Year
1999 Design Load
Other or Unknown Skew
45 No. Main Spans
1 Road Width
22.3 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
25.919 Deck Width
23.301 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
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
9.921 HS Inv. Rating Method
2 HS Inv. Method
9.921 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1800 Future ADT Year
2017 Bypass Detour
26.718961 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
03528 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
25ft. I-BM. SPAN SK.45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0936R0734 X H Index
100 Latitude
35:23:30 Longitude
-97:48:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 152 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
03528 Vault Link
http://plansrv1/bridgemaintvault/b03528 GIS FO/SD
SD H Inv. Method
4.96 Latitude DD
35.39166667 Longitude DD
-97.80666667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3084 x
-10887788.3298918 y
4217235.2887868 |
|||||||||||||||||||||||||||||||||||||
| 03527 | 1502 0731 X | 3527 | — | U.S. 75 | CREEK | 1502 0731 X | 2-10ft.X8ft.X46ft. RDY RC | 1932 | 34.51755 | -96.21921389 | 22.966 | 27.999 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3083 BRKEY
3527 NBI No.
3527 On Under
1 Structure No.
1502 0731 X Control No.
002 Lane Ind.
Milepoint
07310 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
029 Location
7.5 MI N ATOKA CO Sufficiency
71.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
4600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
27.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
7360 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03527 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X46ft. RDY RC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0731 X H Index
97.68 Latitude
34:31:03.18 Longitude
-96:13:09.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03527 Vault Link
http://plansrv1/bridgemaintvault/b03527 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.51755 Longitude DD
-96.21921389 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3083 x
-10711073.8947639 y
4098509.87004785 |
|||||||||||||||||||||||||||||||||||||
| 03526 | 7323R0727 X | 3526 | — | S.H. 16 | CREEK | 7323 0727 X | 23ft. CONC. SLAB SPAN | 1932 | 35.888639 | -95.361942 | 37.7 | 23.901 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.7 | Fair (5) | 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 | 3200 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
3082 BRKEY
3526 NBI No.
3526 On Under
1 Structure No.
7323R0727 X Control No.
023 Lane Ind.
Milepoint
07270 Facility Carried
S.H. 16 Feature Intersected
CREEK Division
01 County
145 Location
7.5 MI N MUSKOGEE CO Sufficiency
53.7 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20.899 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
3200 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.7 Deck Width
23.901 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 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
39.7 HS Inv. Rating Method
2 HS Inv. Method
19.9 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5120 Future ADT Year
2037 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y11 Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03526 ODOT County
73 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
23ft. CONC. SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7323 0727 X H Index
97.5071 Latitude
35:53:19.1 Longitude
-95:21:42.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03526 Vault Link
http://plansrv1/bridgemaintvault/b03526 GIS FO/SD
FO H Inv. Method
19.8 Latitude DD
35.888639 Longitude DD
-95.361942 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3082 x
-10615642.8244977 y
4285309.06940316 |
|||||||||||||||||||||||||||||||||||||
| 03525 | 3818 0718 X | 3525 | — | S.H. 44 | CREEK | 3818 0718 X | 3-6ft. X 3ft. X 36ft. RDY. R.C.B. | 1932 | 34.94617222 | -99.25627778 | 22.001 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3081 BRKEY
3525 NBI No.
3525 On Under
1 Structure No.
3818 0718 X Control No.
018 Lane Ind.
Milepoint
07180 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
3.1 MI S S.H. 9 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 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
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
38.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.3 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03525 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-6ft. X 3ft. X 36ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3818 0718 X H Index
67 Latitude
34:56:46.22 Longitude
-99:15:22.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03525 Vault Link
http://plansrv1/bridgemaintvault/b03525 GIS FO/SD
Meets Standards H Inv. Method
15.8 Latitude DD
34.94617222 Longitude DD
-99.25627778 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3081 x
-11049158.3005053 y
4156568.56763231 |
|||||||||||||||||||||||||||||||||||||
| 03524 | 3802R0716 X | 3524 | — | U.S. 62 BUS. | W FORK OF DEEP RED CREEK | 3802 0716 X | 5-10ft. X 10ft. X 22ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS | 1932 | 34.641594 | -98.913506 | 53.999 | 25 | — | 5 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
3080 BRKEY
3524 NBI No.
3524 On Under
1 Structure No.
3802R0716 X Control No.
002 Lane Ind.
Milepoint
07160 Facility Carried
U.S. 62 BUS. Feature Intersected
W FORK OF DEEP RED CREEK Division
05 County
075 Location
2.4 MI E U.S. 183 Sufficiency
71.3 Kind Hwy
3 Level Service
6 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1100 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
53.999 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2039 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y02 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03524 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft. X 10ft. X 22ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3802 0716 X H Index
70.0779 Latitude
34:38:29.74 Longitude
-98:54:48.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
4 Local Bridge ID
-1 NBI Text
03524 Vault Link
http://plansrv1/bridgemaintvault/b03524 GIS FO/SD
FO H Inv. Method
14.1 Latitude DD
34.641594 Longitude DD
-98.913506 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3080 x
-11011001.1204974 y
4115281.24123864 |
|||||||||||||||||||||||||||||||||||||
| 03523 | 3012 0716 X | 3523 | — | U.S. 270 | CREEK | 3012 0716 X | 2-10ft.X 4ft.X 90ft. RCB | 1932 | 36.62214722 | -99.875825 | 21.982 | 90 | — | 2 | 0 | 2 | 87.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3079 BRKEY
3523 NBI No.
3523 On Under
1 Structure No.
3012 0716 X Control No.
012 Lane Ind.
Milepoint
07160 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
059 Location
7.2 MI E BEAVER C/L Sufficiency
89.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
87.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
90 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03523 ODOT County
30 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 4ft.X 90ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 0716 X H Index
96.0383 Latitude
36:37:19.73 Longitude
-99:52:32.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03523 Vault Link
http://plansrv1/bridgemaintvault/b03523 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.62214722 Longitude DD
-99.875825 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3079 x
-11118125.9815581 y
4386569.03803513 |
|||||||||||||||||||||||||||||||||||||
| 03432 | 5210R0400 X | 3432 | — | U.S. 77 | BLACK BEAR CREEK | 5210 0400 X | 160ft. HIGH TRUSS SPAN | 1931 | 36.34618333 | -97.28257222 | 164.042 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Critical (2) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 890 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
3078 BRKEY
3432 NBI No.
3432 On Under
1 Structure No.
5210R0400 X Control No.
010 Lane Ind.
Milepoint
04000 Facility Carried
U.S. 77 Feature Intersected
BLACK BEAR CREEK Division
04 County
103 Location
4.2 MI N JCT US64 Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
890 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
164.042 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.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
10.031 HS Inv. Rating Method
1 HS Inv. Method
5.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2030 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
y Advanced Warning Sign
Y Existing Posting
1402 Max Measured Clearance
-1 Min Measured Clearance
1310 NBI Rating
03432 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
160ft. HIGH TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5210 0400 X H Index
53.3599 Latitude
36:20:46.26 Longitude
-97:16:57.26 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
U Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03432 Vault Link
http://plansrv1/bridgemaintvault/b03432 GIS FO/SD
SD H Inv. Method
3.968 Latitude DD
36.34618333 Longitude DD
-97.28257222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3078 x
-10829446.4025903 y
4348360.81526151 |
|||||||||||||||||||||||||||||||||||||
| 03431 | 6604R1947NX | 3431 | — | S.H. 66 | PRYOR CREEK | 6604 1947NX | 80ft. PONY TRUSS & 2-36ft. I- BM. SPANS | 1931 | 36.5393 | -95.41662778 | 154.501 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.2 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2050 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
3077 BRKEY
3431 NBI No.
3431 On Under
1 Structure No.
6604R1947NX Control No.
004 Lane Ind.
N Milepoint
19470 Facility Carried
S.H. 66 Feature Intersected
PRYOR CREEK Division
08 County
131 Location
.9 MI N JCT SH 28 Sufficiency
38.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
2050 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
154.501 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 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
38.36 HS Inv. Rating Method
1 HS Inv. Method
23.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3280 Future ADT Year
2031 Bypass Detour
0.124274 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
03431 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS & 2-36ft. I- BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6604 1947NX H Index
66.3472 Latitude
36:32:21.48 Longitude
-95:24:59.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03431 Vault Link
http://plansrv1/bridgemaintvault/b03431 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.5393 Longitude DD
-95.41662778 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3077 x
-10621730.4176809 y
4375084.2247619 |
|||||||||||||||||||||||||||||||||||||
| 03430 | 1504R0709 X | 3430 | — | U.S. 75 | ROCK CREEK | 1504 0709 X | 80ft. PONY 2-36ft. IBM | 1931 | 34.67661944 | -96.26703056 | 152.999 | 32.001 | — | 1 | 0 | 2 | 28.501 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 46.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
3076 BRKEY
3430 NBI No.
3430 On Under
1 Structure No.
1504R0709 X Control No.
004 Lane Ind.
Milepoint
07090 Facility Carried
U.S. 75 Feature Intersected
ROCK CREEK Division
03 County
029 Location
7.2 MI N SH3 Sufficiency
46.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.501 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
2200 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
28.501 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
3 - Steel Design
10 Length
152.999 Deck Width
32.001 Bridge Open Closed
K 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
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.266 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2034 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03430 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY 2-36ft. IBM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1504 0709 X H Index
69.0372 Latitude
34:40:35.83 Longitude
-96:16:01.31 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
7 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03430 Vault Link
http://plansrv1/bridgemaintvault/b03430 GIS FO/SD
Meets Standards H Inv. Method
16.314 Latitude DD
34.67661944 Longitude DD
-96.26703056 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3076 x
-10716396.8221197 y
4120021.39515616 |
|||||||||||||||||||||||||||||||||||||
| 03429 | 1802R0673 X | 3429 | — | U.S. 59 | UP R.R. UNDER | 1802 0673 X | 50ft.-55ft.-50ft. I-BM. SPANS SK50 DEG. | 1931 | 36.89059444 | -95.09456944 | 157.152 | 25 | — | 3 | 40 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
3075 BRKEY
3429 NBI No.
3429 On Under
1 Structure No.
1802R0673 X Control No.
002 Lane Ind.
Milepoint
06730 Facility Carried
U.S. 59 Feature Intersected
UP R.R. UNDER Division
08 County
035 Location
1.1 MI N JCT SH 10 Sufficiency
35.2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
1500 ADT Year
2015 Design Load
H 20 Skew
40 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
R Underclearance Right
26.919 Underclearance Left
6.749 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
157.152 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.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.139 HS Inv. Rating Method
1 HS Inv. Method
31.306 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2035 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2201 Min Measured Clearance
2109 NBI Rating
03429 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft.-55ft.-50ft. I-BM. SPANS SK50 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1802 0673 X H Index
67.9781 Latitude
36:53:26.14 Longitude
-95:05:40.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03429 Vault Link
http://plansrv1/bridgemaintvault/b03429 GIS FO/SD
SD H Inv. Method
24.251 Latitude DD
36.89059444 Longitude DD
-95.09456944 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3075 x
-10585879.0472664 y
4423868.01475935 |
|||||||||||||||||||||||||||||||||||||
| 03428 | 3802R0192 X | 3428 | — | U.S. 62 BUS. | OTTER CREEK | 3802 0192 X | 80ft. PONY TRUSS & 2-36ft. I-BEAM SPANS | 1931 | 34.65245556 | -99.00109722 | 153.871 | 25 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
3074 BRKEY
3428 NBI No.
3428 On Under
1 Structure No.
3802R0192 X Control No.
002 Lane Ind.
Milepoint
01920 Facility Carried
U.S. 62 BUS. Feature Intersected
OTTER CREEK Division
05 County
075 Location
2.0 MI NE TILLMAN C/L Sufficiency
51.8 Kind Hwy
2 Level Service
6 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
400 ADT Year
2012 Design Load
H 15 Skew
0 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
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
10 Length
153.871 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 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
39.353 HS Inv. Rating Method
1 HS Inv. Method
23.589 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2032 Bypass Detour
6.213712 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03428 ODOT County
38 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS & 2-36ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3802 0192 X H Index
70.761 Latitude
34:39:08.84 Longitude
-99:00:03.95 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
US-62B Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
6 - Business Historical Significance
4 Local Bridge ID
-1 NBI Text
03428 Vault Link
http://plansrv1/bridgemaintvault/b03428 GIS FO/SD
Meets Standards H Inv. Method
15.763 Latitude DD
34.65245556 Longitude DD
-99.00109722 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3074 x
-11020751.7305058 y
4116750.97183772 |
|||||||||||||||||||||||||||||||||||||
| 03427 | 5706R0651 X | 3427 | — | U.S. 60 | CEDAR CREEK | 5706 0651 X | 4-36ft. CONC. GIRDER S | 1931 | 36.75003333 | -96.27839722 | 145.997 | 25 | — | 4 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 10.3 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
3073 BRKEY
3427 NBI No.
3427 On Under
1 Structure No.
5706R0651 X Control No.
006 Lane Ind.
Milepoint
06510 Facility Carried
U.S. 60 Feature Intersected
CEDAR CREEK Division
08 County
113 Location
1.5 MI. E. JCT. SH99 Sufficiency
10.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1931 ADT Total
2300 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
145.997 Deck Width
25 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
3 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
26.786 HS Inv. Rating Method
1 HS Inv. Method
15.432 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2027 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
192645 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
03427 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
4-36ft. CONC. GIRDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0651 X H Index
69.434 Latitude
36:45:00.12 Longitude
-96:16:42.23 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03427 Vault Link
http://plansrv1/bridgemaintvault/b03427 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
36.75003333 Longitude DD
-96.27839722 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3073 x
-10717662.1529229 y
4404321.69458488 |
|||||||||||||||||||||||||||||||||||||
| 03726 | 4306R1496 X | 3726 | — | S.H. 32 | WALNUT BAYOU O'FLOW | 4306 1496 X | (2) 30ft. I-beam spans | 1932 | 33.94 | -97.30166667 | 60.039 | 23.501 | — | 2 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.3 | Poor (4) | Good (7) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
3072 BRKEY
3726 NBI No.
3726 On Under
1 Structure No.
4306R1496 X Control No.
006 Lane Ind.
Milepoint
14960 Facility Carried
S.H. 32 Feature Intersected
WALNUT BAYOU O'FLOW Division
07 County
085 Location
15.1 MI E C/L Sufficiency
45.3 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
830 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
60.039 Deck Width
23.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2026 Bypass Detour
39.146385 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
03726 ODOT County
43 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-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1496 X H Index
61.9803 Latitude
33:56:24 Longitude
-97:18:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 32 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
017 NBI Text
03726 Vault Link
http://plansrv1/bridgemaintvault/b03726 GIS FO/SD
SD H Inv. Method
18.188 Latitude DD
33.94 Longitude DD
-97.30166667 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3072 x
-10831571.9870412 y
4020748.33459619 |
|||||||||||||||||||||||||||||||||||||
| 03725 | 3406R1453 X | 3725 | — | U.S. 81 | CREEK | 3406 1453 X | 60ft. I-BEAM SPAN | 1932 | 34.07880278 | -97.95904167 | 61.024 | 36.001 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.8 | Fair (5) | Poor (4) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
3071 BRKEY
3725 NBI No.
3725 On Under
1 Structure No.
3406R1453 X Control No.
006 Lane Ind.
Milepoint
14530 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
5.7 MI S JCT US70 Sufficiency
52.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
2000 ADT Year
2015 Design Load
H 20 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
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
36.001 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
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2035 Bypass Detour
60.273005 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
03725 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3406 1453 X H Index
55.4953 Latitude
34:04:43.69 Longitude
-97:57:32.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
027 NBI Text
03725 Vault Link
http://plansrv1/bridgemaintvault/b03725 GIS FO/SD
SD H Inv. Method
22.5 Latitude DD
34.07880278 Longitude DD
-97.95904167 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3071 x
-10904750.6373015 y
4039388.2286584 |
|||||||||||||||||||||||||||||||||||||
| 03724 | 5734R1303 X | 3724 | — | S.H. 99 | BIRCH CREEK | 5734 1303 X | 60ft. I-BM. SPAN | 1932 | 36.905844 | -96.204733 | 62.008 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.1 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 480 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
3070 BRKEY
3724 NBI No.
3724 On Under
1 Structure No.
5734R1303 X Control No.
034 Lane Ind.
Milepoint
13030 Facility Carried
S.H. 99 Feature Intersected
BIRCH CREEK Division
08 County
113 Location
2.7 MI. N. JCT. SH10 Sufficiency
49.1 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
480 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
62.008 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
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.3 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2039 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03724 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
60ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5734 1303 X H Index
51.2403 Latitude
36:54:21.04 Longitude
-96:12:17.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03724 Vault Link
http://plansrv1/bridgemaintvault/b03724 GIS FO/SD
SD H Inv. Method
24.9 Latitude DD
36.905844 Longitude DD
-96.204733 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3070 x
-10709461.8894628 y
4425990.76856492 |
|||||||||||||||||||||||||||||||||||||
| 03722 | 0936R0894 X | 3722 | — | S.H. 152 | CREEK | 0936R0894 X | 3-20ft. I-BM. SPANS | 1932 | 35.39166667 | -97.77833333 | 60.039 | 22.999 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 1500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
3068 BRKEY
3722 NBI No.
3722 On Under
1 Structure No.
0936R0894 X Control No.
036 Lane Ind.
Milepoint
08940 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
1.1 MI. W. JCT. SH92 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00152 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
14 - Other Principal Arterial (Urban) Year Built
1932 ADT Total
1500 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
60.039 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
7.937 HS Inv. Rating Method
2 HS Inv. Method
7.937 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1800 Future ADT Year
2017 Bypass Detour
26.718961 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
03722 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-20ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0936R0894 X H Index
100 Latitude
35:23:30 Longitude
-97:46:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 152 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
03722 Vault Link
http://plansrv1/bridgemaintvault/b03722 GIS FO/SD
SD H Inv. Method
3.968 Latitude DD
35.39166667 Longitude DD
-97.77833333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
3068 x
-10884634.2769106 y
4217235.2887868 |
|||||||||||||||||||||||||||||||||||||
| 03618 | 1502 0575 X | 3618 | — | U.S. 75 | CREEK | 1502 0575 X | 3-10ft.X6ft.X47ft. RDY RC | 1932 | 34.495125 | -96.21925556 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3066 BRKEY
3618 NBI No.
3618 On Under
1 Structure No.
1502 0575 X Control No.
002 Lane Ind.
Milepoint
05750 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
029 Location
5.9 MI N ATOKA CO Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
4100 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
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.3 HS Inv. Rating Method
1 HS Inv. Method
59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03618 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X47ft. RDY RC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0575 X H Index
98.68 Latitude
34:29:42.45 Longitude
-96:13:09.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03618 Vault Link
http://plansrv1/bridgemaintvault/b03618 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
34.495125 Longitude DD
-96.21925556 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3066 x
-10711078.5334471 y
4095480.56525361 |
|||||||||||||||||||||||||||||||||||||
| 03617 | 6240 0541 X | 3617 | — | S.H. 99 | SHEEP CREEK | 6240 0541 X | 3-10ft. X 6ft. X 45ft. RDY | 1932 | 34.57904722 | -96.63329722 | 33.136 | 22.001 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3065 BRKEY
3617 NBI No.
3617 On Under
1 Structure No.
6240 0541 X Control No.
040 Lane Ind.
Milepoint
05410 Facility Carried
S.H. 99 Feature Intersected
SHEEP CREEK Division
03 County
123 Location
11.1 MI S JCT SH3 Sufficiency
72.4 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
22.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2042 Bypass Detour
44.738726 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
03617 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 45ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6240 0541 X H Index
99.34 Latitude
34:34:44.57 Longitude
-96:37:59.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03617 Vault Link
http://plansrv1/bridgemaintvault/b03617 GIS FO/SD
FO H Inv. Method
19.2 Latitude DD
34.57904722 Longitude DD
-96.63329722 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3065 x
-10757169.4402055 y
4106821.47435059 |
|||||||||||||||||||||||||||||||||||||
| 03616 | 0212 0519 X | 3616 | — | S.H. 8 | CREEK | 0212 0519 X | 3-10X6X33.1ft. RCB | 1932 | 36.87242222 | -98.35970833 | 32.152 | 33.1 | — | 3 | 0 | 2 | 29.701 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3064 BRKEY
3616 NBI No.
3616 On Under
1 Structure No.
0212 0519 X Control No.
012 Lane Ind.
Milepoint
05190 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
5.3 MI.N.JCT.US64 Sufficiency
71.7 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.701 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
29.701 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
23.005 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
33.1 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.3 HS Inv. Rating Method
1 HS Inv. Method
24.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03616 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X6X33.1ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0519 X H Index
82.3013 Latitude
36:52:20.72 Longitude
-98:21:34.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03616 Vault Link
http://plansrv1/bridgemaintvault/b03616 GIS FO/SD
Meets Standards H Inv. Method
14.6 Latitude DD
36.87242222 Longitude DD
-98.35970833 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3064 x
-10949352.6458705 y
4421338.97746672 |
|||||||||||||||||||||||||||||||||||||
| 03615 | 2022 0500 X | 3615 | — | S.H. 34 | CREEK | 2022 0500 X | 3-10ft.X6ft.X77ft. RDY. R.C.B. | 1932 | 35.70578333 | -99.35820833 | 34.121 | 79.003 | — | 3 | 0 | 2 | 77.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3063 BRKEY
3615 NBI No.
3615 On Under
1 Structure No.
2022 0500 X Control No.
022 Lane Ind.
Milepoint
05000 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
039 Location
5.0 MI N JCT S.H. 33 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
77.001 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
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
77.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
79.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03615 ODOT County
20 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.X6ft.X77ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2022 0500 X H Index
95.38 Latitude
35:42:20.82 Longitude
-99:21:29.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03615 Vault Link
http://plansrv1/bridgemaintvault/b03615 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
35.70578333 Longitude DD
-99.35820833 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3063 x
-11060505.1574276 y
4260212.76663224 |
|||||||||||||||||||||||||||||||||||||
| 03614 | 6824 0432 X | 3614 | — | S.H. 100 | CREEK | 6824 0432 X | (3) 10ft. X 9ft. X 67.6ft. LONG RCB | 1932 | 35.58331111 | -95.07888333 | 34 | 65.6 | — | 3 | 0 | 2 | 63.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3062 BRKEY
3614 NBI No.
3614 On Under
1 Structure No.
6824 0432 X Control No.
024 Lane Ind.
Milepoint
04320 Facility Carried
S.H. 100 Feature Intersected
CREEK Division
01 County
135 Location
4.32 NE JCT SH-10 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
63.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
42 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
65.6 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
99.3 HS Inv. Rating Method
3 HS Inv. Method
76.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
13 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
03614 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 9ft. X 67.6ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6824 0432 X H Index
99.8373 Latitude
35:34:59.92 Longitude
-95:04:43.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
24-0432 NBI Text
03614 Vault Link
http://plansrv1/bridgemaintvault/b03614 GIS FO/SD
Meets Standards H Inv. Method
44.9 Latitude DD
35.58331111 Longitude DD
-95.07888333 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3062 x
-10584132.8774887 y
4243436.06648653 |
|||||||||||||||||||||||||||||||||||||
| 03613 | 3306 0382 X | 3613 | — | U.S. 283 | CREEK | 3306 0382 X | 3-10ft.X6ft.X36ft. RDY. R.C.BOX | 1932 | 34.48371111 | -99.333325 | 33.136 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3061 BRKEY
3613 NBI No.
3613 On Under
1 Structure No.
3306 0382 X Control No.
006 Lane Ind.
Milepoint
03820 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
3.9 MI N TEXAS ST. LINE Sufficiency
91.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
38.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
59.999847 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03613 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X36ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3306 0382 X H Index
91.75 Latitude
34:29:01.36 Longitude
-99:19:59.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03613 Vault Link
http://plansrv1/bridgemaintvault/b03613 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
34.48371111 Longitude DD
-99.333325 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3061 x
-11057735.1578027 y
4093939.02075964 |
|||||||||||||||||||||||||||||||||||||
| 03522 | 3306 0690 X | 3522 | — | U.S. 283 | CREEK | 3306 0690 X | 3-8ft.X4ft.X37ft. RDY. R.C.BOX | 1932 | 34.52862778 | -99.3338 | 26.903 | 39.003 | — | 3 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3060 BRKEY
3522 NBI No.
3522 On Under
1 Structure No.
3306 0690 X Control No.
006 Lane Ind.
Milepoint
06900 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
6.9 MI N TEXAS ST. LINE Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
39.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.5 HS Inv. Rating Method
1 HS Inv. Method
39.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.999882 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03522 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X4ft.X37ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3306 0690 X H Index
92.2878 Latitude
34:31:43.06 Longitude
-99:20:01.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03522 Vault Link
http://plansrv1/bridgemaintvault/b03522 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
34.52862778 Longitude DD
-99.3338 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3060 x
-11057788.0345609 y
4100006.62452795 |
|||||||||||||||||||||||||||||||||||||
| 03521 | 3104 0641 X | 3521 | — | S.H. 2 | ELM CREEK | 3104 0641 X | (2) 10ft. X 12ft. X 38.7ft. LONG RCB SK 30° | 1932 | 35.20102778 | -95.24032222 | 26.499 | 38.999 | — | 2 | 30 | 2 | 38.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3059 BRKEY
3521 NBI No.
3521 On Under
1 Structure No.
3104 0641 X Control No.
004 Lane Ind.
Milepoint
06410 Facility Carried
S.H. 2 Feature Intersected
ELM CREEK Division
01 County
061 Location
3.7 S JCT SH-9 Sufficiency
87.1 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
38.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.499 Deck Width
38.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.8 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 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
03521 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 12ft. X 38.7ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3104 0641 X H Index
88.6823 Latitude
35:12:03.7 Longitude
-95:14:25.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04-0641 NBI Text
03521 Vault Link
http://plansrv1/bridgemaintvault/b03521 GIS FO/SD
Meets Standards H Inv. Method
24.3 Latitude DD
35.20102778 Longitude DD
-95.24032222 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3059 x
-10602104.1725177 y
4191233.68542904 |
|||||||||||||||||||||||||||||||||||||
| 03520 | 0422 0632 X | 3520 | — | U.S. 270 | CREEK | 0422 0632 X | 3-8ft.X 5ft.X 80.8ft. R.C. BOX. | 1932 | 36.61610833 | -100.40961667 | 25.919 | 80.801 | — | 3 | 0 | 2 | 78.8 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
3058 BRKEY
3520 NBI No.
3520 On Under
1 Structure No.
0422 0632 X Control No.
022 Lane Ind.
Milepoint
06320 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
6.4 MI.E. JCT. SH23 Sufficiency
87.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
78.799 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
78.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
80.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03520 ODOT County
04 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
3-8ft.X 5ft.X 80.8ft. R.C. BOX. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 0632 X H Index
98.34 Latitude
36:36:57.99 Longitude
-100:24:34.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03520 Vault Link
http://plansrv1/bridgemaintvault/b03520 GIS FO/SD
Meets Standards H Inv. Method
63 Latitude DD
36.61610833 Longitude DD
-100.40961667 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3058 x
-11177547.3984522 y
4385731.47167378 |
|||||||||||||||||||||||||||||||||||||
| 03519 | 2804 0623 X | 3519 | — | U.S. 283 | LAKE CREEK | 2804 0623 X | 2-10ft. X 8ft. X 36ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1932 | 35.04893611 | -99.50096667 | 22.966 | 38.002 | — | 2 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3057 BRKEY
3519 NBI No.
3519 On Under
1 Structure No.
2804 0623 X Control No.
004 Lane Ind.
Milepoint
06230 Facility Carried
U.S. 283 Feature Intersected
LAKE CREEK Division
05 County
055 Location
6.4 MI N JCT S.H. 9 E. Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
38.002 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03519 ODOT County
28 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 8ft. X 36ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2804 0623 X H Index
95.1048 Latitude
35:02:56.17 Longitude
-99:30:03.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03519 Vault Link
http://plansrv1/bridgemaintvault/b03519 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.04893611 Longitude DD
-99.50096667 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3057 x
-11076396.9431429 y
4170533.35610968 |
|||||||||||||||||||||||||||||||||||||
| 03518 | 3808 0620 X | 3518 | — | U.S. 183 | CREEK | 3808 0620 X | 2-10ft. X 9ft. X 50ft. RDY. R.C.B. | 1932 | 35.10567778 | -99.06071389 | 22.966 | 52.001 | — | 2 | 0 | 2 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3056 BRKEY
3518 NBI No.
3518 On Under
1 Structure No.
3808 0620 X Control No.
008 Lane Ind.
Milepoint
06200 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
6.2 MI N S.H. 9 Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
45 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
52.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
66.3 HS Inv. Rating Method
1 HS Inv. Method
39.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03518 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 9ft. X 50ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3808 0620 X H Index
67.4637 Latitude
35:06:20.44 Longitude
-99:03:38.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03518 Vault Link
http://plansrv1/bridgemaintvault/b03518 GIS FO/SD
Meets Standards H Inv. Method
22.1 Latitude DD
35.10567778 Longitude DD
-99.06071389 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3056 x
-11027388.227853 y
4178251.62199107 |
|||||||||||||||||||||||||||||||||||||
| 03517 | 2912 0617 X | 3517 | — | S.H. 5 | CREEK | 2912 0617 X | 2-10ft.X4ft.X30ft. RDY. R.C.B. | 1932 | 34.590475 | -99.77139444 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 250 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3055 BRKEY
3517 NBI No.
3517 On Under
1 Structure No.
2912 0617 X Control No.
012 Lane Ind.
Milepoint
06170 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
057 Location
6.1 MI N JACKSON C/L Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00005 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
1932 ADT Total
250 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03517 ODOT County
29 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.X4ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2912 0617 X H Index
91.39 Latitude
34:35:25.71 Longitude
-99:46:17.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03517 Vault Link
http://plansrv1/bridgemaintvault/b03517 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.590475 Longitude DD
-99.77139444 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3055 x
-11106500.8247956 y
4108366.66343503 |
|||||||||||||||||||||||||||||||||||||
| 03426 | 7716R0486 X | 3426 | — | S.H. 34 | SOUTH PERSIMMON CREEK | 7716 0486 X | 4-36ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1931 | 36.22946944 | -99.32857778 | 145.013 | 33.136 | — | 4 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
3054 BRKEY
3426 NBI No.
3426 On Under
1 Structure No.
7716R0486 X Control No.
016 Lane Ind.
Milepoint
04860 Facility Carried
S.H. 34 Feature Intersected
SOUTH PERSIMMON CREEK Division
06 County
153 Location
4.9 MI N DEWEY C/L Sufficiency
60.8 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1931 ADT Total
1900 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
145.013 Deck Width
33.136 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.171 HS Inv. Rating Method
1 HS Inv. Method
28.881 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2036 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03426 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
1.64 Rt. Curb SW
1.64 Description
4-36ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7716 0486 X H Index
77.5256 Latitude
36:13:46.09 Longitude
-99:19:42.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 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
03426 Vault Link
http://plansrv1/bridgemaintvault/b03426 GIS FO/SD
SD H Inv. Method
19.18 Latitude DD
36.22946944 Longitude DD
-99.32857778 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3054 x
-11057206.6996897 y
4332242.1250948 |
|||||||||||||||||||||||||||||||||||||
| 03424 | 1802R1340 X | 3424 | — | U.S. 59 | RUSSEL CREEK | 1802 1340 X | 60ft. PONY TRUSS & 2-3 | 1931 | 36.98534722 | -95.08303056 | 135.499 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 22.9 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
3052 BRKEY
3424 NBI No.
3424 On Under
1 Structure No.
1802R1340 X Control No.
002 Lane Ind.
Milepoint
13400 Facility Carried
U.S. 59 Feature Intersected
RUSSEL CREEK Division
08 County
035 Location
1.3 MI S KAN S/L Sufficiency
22.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
1500 ADT Year
2014 Design Load
H 15 Skew
0 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
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
135.499 Deck Width
22.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
10.05 HS Inv. Rating Method
2 HS Inv. Method
24.141 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2034 Bypass Detour
41.010498 School Bus Rte.
1 Posted Weight
101010 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
03424 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
60ft. PONY TRUSS & 2-3 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1802 1340 X H Index
64.4918 Latitude
36:59:07.25 Longitude
-95:04:58.91 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03424 Vault Link
http://plansrv1/bridgemaintvault/b03424 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.98534722 Longitude DD
-95.08303056 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3052 x
-10584594.5450205 y
4437064.57543491 |
|||||||||||||||||||||||||||||||||||||
| 03422 | 0312R1848 X | 3422 | — | S.H. 3 | SANDY CREEK | 0312 1711 X | (3) 40ft. WF BEAM | 1931 | 34.26113889 | -95.85630278 | 121.063 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 6.4 | Serious (3) | Fair (5) | Serious (3) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
3050 BRKEY
3422 NBI No.
3422 On Under
1 Structure No.
0312R1848 X Control No.
012 Lane Ind.
Milepoint
18480 Facility Carried
S.H. 3 Feature Intersected
SANDY CREEK Division
02 County
005 Location
18.48 E JCT US-69 Sufficiency
6.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1931 ADT Total
2400 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 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.
1 Deck Rating
5 Super Rating
3 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.376 HS Inv. Rating Method
1 HS Inv. Method
21.826 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2032 Bypass Detour
91.962936 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
03422 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 40ft. WF BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0312 1711 X H Index
77.498 Latitude
34:15:40.1 Longitude
-95:51:22.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
43 NBI Text
03422 Vault Link
http://plansrv1/bridgemaintvault/b03422 GIS FO/SD
SD H Inv. Method
15.432 Latitude DD
34.26113889 Longitude DD
-95.85630278 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3050 x
-10670674.8147954 y
4063920.72973522 |
|||||||||||||||||||||||||||||||||||||
| 03421 | 2004R1619NXF | 3421 | — | I-40 FRONTAGE RD. | LITTLE DEEP CREEK | 2004 1619NXF | 3-40ft. I-BEAM SPANS | 1931 | 35.536858 | -98.641114 | 121.063 | 24.003 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.3 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 400 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
3049 BRKEY
3421 NBI No.
3421 On Under
1 Structure No.
2004R1619NXF Control No.
004 Lane Ind.
N Milepoint
16190 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
LITTLE DEEP CREEK Division
05 County
039 Location
5.3 MI E S.H. 54 Sufficiency
58.3 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
1931 ADT Total
400 ADT Year
2017 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
121.063 Deck Width
24.003 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
6 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
6 HS Operating Rating Method
1 HS Operating Rating
40.7 HS Inv. Rating Method
1 HS Inv. Method
24.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2037 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03421 ODOT County
20 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
3-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
F Alt. Structure Name
2004 1619NXF H Index
63.3833 Latitude
35:32:12.69 Longitude
-98:38:28.01 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
5 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
03421 Vault Link
http://plansrv1/bridgemaintvault/b03421 GIS FO/SD
Meets Standards H Inv. Method
17.7 Latitude DD
35.536858 Longitude DD
-98.641114 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3049 x
-10980678.5817612 y
4237079.46164057 |
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| 03702 | 3308R1008 X | 3702 | — | U.S. 283 | CREEK | 3308R1008 X | 5-10ft.X 4ft.X 52ft. RDY. | 1932 | 34.78432778 | -99.33528056 | 55.118 | 53.999 | — | 5 | 0 | 2 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3810 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
3048 BRKEY
3702 NBI No.
3702 On Under
1 Structure No.
3308R1008 X Control No.
008 Lane Ind.
Milepoint
10080 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
.1 MI N JCT SH 19 Sufficiency
92.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
3810 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
55.118 Deck Width
53.999 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
4 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
3500 Future ADT Year
2017 Bypass Detour
9.941939 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
03702 ODOT County
33 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
5-10ft.X 4ft.X 52ft. RDY. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3308R1008 X H Index
100 Latitude
34:47:03.58 Longitude
-99:20:07.01 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UNDCONST NBI Text
03702 Vault Link
http://plansrv1/bridgemaintvault/b03702 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.78432778 Longitude DD
-99.33528056 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3048 x
-11057952.8497462 y
4134610.63919459 |
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| 03701 | 5414R0669 X | 3701 | — | S.H. 56 | LITTLE GREEN LEAF CREEK | 5414 0669 X | 50ft.-I-BM. SPAN | 1932 | 35.43166667 | -96.33166667 | 50.853 | 25.299 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.3 | Poor (4) | Poor (4) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
3047 BRKEY
3701 NBI No.
3701 On Under
1 Structure No.
5414R0669 X Control No.
014 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 56 Feature Intersected
LITTLE GREEN LEAF CREEK Division
03 County
107 Location
6.8 MI E SEMINOLE CO Sufficiency
46.3 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
900 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
50.853 Deck Width
25.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
30.754 HS Inv. Rating Method
1 HS Inv. Method
18.409 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2025 Bypass Detour
8.077825 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
03701 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5414 0669 X H Index
69.9099 Latitude
35:25:54 Longitude
-96:19:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 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
03701 Vault Link
http://plansrv1/bridgemaintvault/b03701 GIS FO/SD
SD H Inv. Method
12.346 Latitude DD
35.43166667 Longitude DD
-96.33166667 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3047 x
-10723592.0809718 y
4222698.7564401 |