ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 03998 | 6404 1130 X | 3998 | — | U.S. 271 | CREEK | 6404 1130 X | 61ft. I-BEAM | 1933 | 34.32839167 | -95.48890556 | 61.001 | 42.201 | — | 1 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4178 BRKEY
3998 NBI No.
3998 On Under
1 Structure No.
6404 1130 X Control No.
004 Lane Ind.
Milepoint
11300 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
11.30 NE JCT SH 3 Sufficiency
81 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
104.2 HS Inv. Rating Method
1 HS Inv. Method
62.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
123.652866 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
03998 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
61ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 1130 X H Index
99.7127 Latitude
34:19:42.21 Longitude
-95:29:20.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
009 NBI Text
03998 Vault Link
http://plansrv1/bridgemaintvault/b03998 GIS FO/SD
Meets Standards H Inv. Method
49.7 Latitude DD
34.32839167 Longitude DD
-95.48890556 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4178 x
-10629776.3433462 y
4072982.70162734 |
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| 03997 | 7702R1074 X | 3997 | — | U.S. 183 | CREEK | 7702 1074 X | 6-10ft.X 4ft.X 51ft. R.C.B | 1933 | 36.23951111 | -99.12781667 | 65.945 | 0 | — | 6 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 84 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Failed (0) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4300 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4177 BRKEY
3997 NBI No.
3997 On Under
1 Structure No.
7702R1074 X Control No.
002 Lane Ind.
Milepoint
10740 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
7.9 MI SE JCT SH 50 Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50.853 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
1933 ADT Total
4300 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
6 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65.945 Deck Width
0 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
0 Culv. Rating
0 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
0 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2035 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
CLOSED 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
03997 ODOT County
77 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
6-10ft.X 4ft.X 51ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1074 X H Index
89.9249 Latitude
36:14:22.24 Longitude
-99:07:40.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03997 Vault Link
http://plansrv1/bridgemaintvault/b03997 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.23951111 Longitude DD
-99.12781667 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4177 x
-11034858.0751534 y
4333627.97578176 |
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| 03897 | 7702 1844 X | 3897 | — | U.S. 183 | CREEK | 7702 1844 X | 3-8ft.X 7ft.X 199.8ft. LG. R. | 1933 | 36.311325 | -99.229139 | 27.887 | 199.8 | — | 3 | 0 | 6 | 197.8 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | 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 | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4173 BRKEY
3897 NBI No.
3897 On Under
1 Structure No.
7702 1844 X Control No.
002 Lane Ind.
Milepoint
18440 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
0.1 MI N JCT SH 50 Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
197.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
5 Appr. Roadway Width
96.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
199.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.9 HS Inv. Rating Method
1 HS Inv. Method
54.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03897 ODOT County
77 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 7ft.X 199.8ft. LG. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1844 X H Index
97.7395 Latitude
36:18:40.77 Longitude
-99:13:44.9 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
-1 NBI Text
03897 Vault Link
http://plansrv1/bridgemaintvault/b03897 GIS FO/SD
Meets Standards H Inv. Method
41.5 Latitude DD
36.311325 Longitude DD
-99.229139 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4173 x
-11046137.225335 y
4343544.20405415 |
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| 03896 | 0814 1774 X | 3896 | — | U.S. 281 | CREEK | 0814 1774 X | 2-10ft.X 5ft.X 89ft. R.C.B | 1933 | 35.53692222 | -98.32737778 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4172 BRKEY
3896 NBI No.
3896 On Under
1 Structure No.
0814 1774 X Control No.
014 Lane Ind.
Milepoint
17740 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
.3 W CANADIAN C/L Sufficiency
98.8 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2240 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03896 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 89ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0814 1774 X H Index
100 Latitude
35:32:12.92 Longitude
-98:19:38.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
43 NBI Text
03896 Vault Link
http://plansrv1/bridgemaintvault/b03896 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.53692222 Longitude DD
-98.32737778 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4172 x
-10945753.6255074 y
4237088.24690965 |
|||||||||||||||||||||||||||||||||||||
| 03895 | 4128R1744 X | 3895 | — | S.H. 99 | CREEK | 4128 1744 X | 2-10ft.X8ft.X47.5ft. RC BO | 1933 | 35.735 | -96.66333333 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4171 BRKEY
3895 NBI No.
3895 On Under
1 Structure No.
4128R1744 X Control No.
028 Lane Ind.
Milepoint
17440 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
03 County
081 Location
0.9 MI. S. S.H. 66 Sufficiency
92.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
3500 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
04 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5600 Future ADT Year
2026 Bypass Detour
39.146385 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
03895 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X47.5ft. RC BO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4128 1744 X H Index
96.37 Latitude
35:44:06 Longitude
-96:39:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03895 Vault Link
http://plansrv1/bridgemaintvault/b03895 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.735 Longitude DD
-96.66333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4171 x
-10760513.0446761 y
4264218.77953492 |
|||||||||||||||||||||||||||||||||||||
| 03804 | 0522R0237 X | 3804 | — | S.H. 34 | N. FORK RED RIVER O'FLOW | 0522 0237 X | 7-36ft. STEEL I-BEAM SPANS | 1932 | 35.151061 | -99.502744 | 252.953 | 25 | — | 7 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4170 BRKEY
3804 NBI No.
3804 On Under
1 Structure No.
0522R0237 X Control No.
022 Lane Ind.
Milepoint
02370 Facility Carried
S.H. 34 Feature Intersected
N. FORK RED RIVER O'FLOW Division
05 County
009 Location
2.5 MI N GREER CL Sufficiency
61.6 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
9 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
1932 ADT Total
610 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
252.953 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 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
4 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
31.689931 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
03804 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
7-36ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0522 0237 X H Index
84.3418 Latitude
35:09:03.82 Longitude
-99:30:09.88 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
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03804 Vault Link
http://plansrv1/bridgemaintvault/b03804 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.151061 Longitude DD
-99.502744 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4170 x
-11076594.7946135 y
4184428.72672471 |
|||||||||||||||||||||||||||||||||||||
| 03802 | 0814R0619 X | 3802 | — | U.S. 281 | SUGAR CREEK | 0814R0619 X | 8-30ft. I-BM. SPANS SK.60 DEG. | 1932 | 35.39333333 | -98.37666667 | 241.142 | 26.001 | — | 8 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.8 | Poor (4) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
4168 BRKEY
3802 NBI No.
3802 On Under
1 Structure No.
0814R0619 X Control No.
014 Lane Ind.
Milepoint
06190 Facility Carried
U.S. 281 Feature Intersected
SUGAR CREEK Division
07 County
015 Location
6.2 N SH152 IN BINGER Sufficiency
33.8 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1500 ADT Year
2001 Design Load
H 15 Skew
30 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
241.142 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.038 HS Inv. Rating Method
2 HS Inv. Method
17.857 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2018 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
RN Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03802 ODOT County
08 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
8-30ft. I-BM. SPANS SK.60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0814R0619 X H Index
51.845 Latitude
35:23:36 Longitude
-98:22:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
40 NBI Text
03802 Vault Link
http://plansrv1/bridgemaintvault/b03802 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
35.39333333 Longitude DD
-98.37666667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4168 x
-10951240.439644 y
4217462.87823659 |
|||||||||||||||||||||||||||||||||||||
| 03801 | 3404R1833 X | 3801 | — | U.S. 70 | MUD CREEK | 3404R1833 X | 2-80ft. PONY TRUSS & 2 | 1932 | 34.15833333 | -97.66 | 234.908 | 22.999 | — | 2 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1030 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4167 BRKEY
3801 NBI No.
3801 On Under
1 Structure No.
3404R1833 X Control No.
004 Lane Ind.
Milepoint
18330 Facility Carried
U.S. 70 Feature Intersected
MUD CREEK Division
07 County
067 Location
18.4 MI E JCT US 81 Sufficiency
63.4 Kind Hwy
2 Level Service
1 Route No.
00070 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
1932 ADT Total
1030 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
2 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
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
234.908 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
44.974 HS Inv. Rating Method
2 HS Inv. Method
27.007 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1250 Future ADT Year
2017 Bypass Detour
45.981468 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
03801 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. PONY TRUSS & 2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3404R1833 X H Index
97.3901 Latitude
34:09:30 Longitude
-97:39:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
14 NBI Text
03801 Vault Link
http://plansrv1/bridgemaintvault/b03801 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.15833333 Longitude DD
-97.66 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4167 x
-10871461.4708711 y
4050082.18990094 |
|||||||||||||||||||||||||||||||||||||
| 03800 | 4124R0157 X | 3800 | — | S.H. 66 BUS. | CAPTAIN CREEK | 4124 0157 X | 100ft. PONY TRUSS & 2-60ft. I-BM. SPANS SK. 50 DEG. 46ft.30ft. | 1932 | 35.693067 | -97.071644 | 227.001 | 25 | — | 1 | 39 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 30.3 | Poor (4) | Satisfactory (6) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 580 | 2018 | 1 | Unmatched |
|
Raw data
OBJECTID
4166 BRKEY
3800 NBI No.
3800 On Under
1 Structure No.
4124R0157 X Control No.
024 Lane Ind.
Milepoint
01570 Facility Carried
S.H. 66 BUS. Feature Intersected
CAPTAIN CREEK Division
03 County
081 Location
1.5 MI NE JCT SH 66 Sufficiency
30.3 Kind Hwy
3 Level Service
6 Route No.
0066B 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
1932 ADT Total
580 ADT Year
2018 Design Load
H 15 Skew
39 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
10 Length
227.001 Deck Width
25 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
25.022 HS Inv. Rating Method
1 HS Inv. Method
15.01 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
928 Future ADT Year
2038 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
192542 Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03800 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
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
100ft. PONY TRUSS & 2-60ft. I-BM. SPANS SK. 50 DEG. 46ft.30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4124 0157 X H Index
68.6995 Latitude
35:41:35.04 Longitude
-97:04:17.92 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 BUS. Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
6 - Business Historical Significance
1 Local Bridge ID
-1 NBI Text
03800 Vault Link
http://plansrv1/bridgemaintvault/b03800 GIS FO/SD
SD H Inv. Method
11.4 Latitude DD
35.693067 Longitude DD
-97.071644 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4166 x
-10805965.9805459 y
4258469.63906683 |
|||||||||||||||||||||||||||||||||||||
| 03799 | 3404R1870 X | 3799 | — | U.S. 70 | MUD CREEK O'FLOW | 3404R1870 X | 6-36ft. I-BM. SPANS | 1932 | 34.15833333 | -97.65333333 | 216.864 | 25 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.2 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1030 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4165 BRKEY
3799 NBI No.
3799 On Under
1 Structure No.
3404R1870 X Control No.
004 Lane Ind.
Milepoint
18700 Facility Carried
U.S. 70 Feature Intersected
MUD CREEK O'FLOW Division
07 County
067 Location
18.8 MI E JCT US 81 Sufficiency
64.2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1030 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
6 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
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
216.864 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.
8 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
44.974 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1250 Future ADT Year
2017 Bypass Detour
45.981468 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
03799 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3404R1870 X H Index
87.6206 Latitude
34:09:30 Longitude
-97:39:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
16 NBI Text
03799 Vault Link
http://plansrv1/bridgemaintvault/b03799 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.15833333 Longitude DD
-97.65333333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4165 x
-10870719.3405614 y
4050082.18990094 |
|||||||||||||||||||||||||||||||||||||
| 03996 | 7704 0771 X | 3996 | — | U.S. 183 | CREEK | 7704 0771 X | 6-10ft.X 6ft.X 57ft. R.C.B | 1933 | 36.457133 | -99.448214 | 65.945 | 57.001 | — | 6 | 0 | 2 | 48.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.1 | 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 | 4600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4158 BRKEY
3996 NBI No.
3996 On Under
1 Structure No.
7704 0771 X Control No.
004 Lane Ind.
Milepoint
07710 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
4.5 MI E JCT SH 34 Sufficiency
83.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
48.501 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
1933 ADT Total
4600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
48.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65.945 Deck Width
57.001 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
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
56.6 HS Inv. Rating Method
1 HS Inv. Method
33.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03996 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-10ft.X 6ft.X 57ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0771 X H Index
82.1135 Latitude
36:27:25.68 Longitude
-99:26:53.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03996 Vault Link
http://plansrv1/bridgemaintvault/b03996 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
36.457133 Longitude DD
-99.448214 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4158 x
-11070524.5427805 y
4363705.85627727 |
|||||||||||||||||||||||||||||||||||||
| 03995 | 5914R0740 X | 3995 | — | S.H. 18 | COAL CREEK | 5914 0740 X | 60ft. I-BM. SPAN | 1933 | 36.443531 | -96.800131 | 61.024 | 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) | 58.5 | Fair (5) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
4157 BRKEY
3995 NBI No.
3995 On Under
1 Structure No.
5914R0740 X Control No.
014 Lane Ind.
Milepoint
07400 Facility Carried
S.H. 18 Feature Intersected
COAL CREEK Division
08 County
117 Location
7.5 MI N JCT US 64 Sufficiency
58.5 Kind Hwy
3 Level Service
1 Route No.
00018 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
1933 ADT Total
1200 ADT Year
2020 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
61.024 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
8 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
37.6 HS Inv. Rating Method
1 HS Inv. Method
22.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2040 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03995 ODOT County
59 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-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5914 0740 X H Index
62.1197 Latitude
36:26:36.71 Longitude
-96:48:00.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 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
03995 Vault Link
http://plansrv1/bridgemaintvault/b03995 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
36.443531 Longitude DD
-96.800131 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4157 x
-10775741.2916422 y
4361823.43451395 |
|||||||||||||||||||||||||||||||||||||
| 03994 | 2504R0226 X | 3994 | — | S.H. 7 | FIVE MILE CREEK | 2504R0226 X | 75ft. PRESTRESSED CONC BM SPAN | 1993 | 34.52 | -97.31833333 | 75.131 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
4156 BRKEY
3994 NBI No.
3994 On Under
1 Structure No.
2504R0226 X Control No.
004 Lane Ind.
Milepoint
02260 Facility Carried
S.H. 7 Feature Intersected
FIVE MILE CREEK Division
07 County
049 Location
2.3 MI NE MURRAY C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1993 ADT Total
2400 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
75.131 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2017 Bypass Detour
32.932673 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
03994 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft. PRESTRESSED CONC BM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2504R0226 X H Index
100 Latitude
34:31:12 Longitude
-97:19:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35 NBI Text
03994 Vault Link
http://plansrv1/bridgemaintvault/b03994 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.52 Longitude DD
-97.31833333 ODOT County Number
25 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4156 x
-10833427.3111457 y
4098840.88028323 |
|||||||||||||||||||||||||||||||||||||
| 03993 | 4608R0174 X | 3993 | — | U.S. 266 | ELK CREEK | 4608 0174 X | 60ft. I-BEAM | 1933 | 35.46417778 | -95.49385 | 63.999 | 31.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4155 BRKEY
3993 NBI No.
3993 On Under
1 Structure No.
4608R0174 X Control No.
008 Lane Ind.
Milepoint
01740 Facility Carried
U.S. 266 Feature Intersected
ELK CREEK Division
01 County
091 Location
2.6 E JCT US-69 Sufficiency
65.7 Kind Hwy
2 Level Service
1 Route No.
00266 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
07 - Major Collector (Rural) Year Built
1933 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
63.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
13.048795 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
03993 ODOT County
46 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
60ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4608 0174 X H Index
84.6155 Latitude
35:27:51.04 Longitude
-95:29:37.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0174 NBI Text
03993 Vault Link
http://plansrv1/bridgemaintvault/b03993 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.46417778 Longitude DD
-95.49385 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4155 x
-10630326.7558892 y
4227141.34087295 |
|||||||||||||||||||||||||||||||||||||
| 03992 | 3506R0080 X | 3992 | — | S.H. 7 | PECAN CREEK | 3506 0080 X | 60ft. IBM SPAN | 1933 | 34.361208 | -96.622958 | 62.008 | 24.606 | — | 1 | 30 | 2 | 21.982 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.8 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
4154 BRKEY
3992 NBI No.
3992 On Under
1 Structure No.
3506R0080 X Control No.
006 Lane Ind.
Milepoint
00800 Facility Carried
S.H. 7 Feature Intersected
PECAN CREEK Division
03 County
069 Location
.8 MI E JCT SH99 Sufficiency
71.8 Kind Hwy
3 Level Service
1 Route No.
00007 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
1933 ADT Total
980 ADT Year
2018 Design Load
H 20 Skew
30 No. Main Spans
1 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
62.008 Deck Width
24.606 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.824 HS Inv. Rating Method
1 HS Inv. Method
29.873 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 Future ADT Year
2038 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
03992 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. IBM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3506 0080 X H Index
85.4338 Latitude
34:21:40.35 Longitude
-96:37:22.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 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
03992 Vault Link
http://plansrv1/bridgemaintvault/b03992 GIS FO/SD
Meets Standards H Inv. Method
23.81 Latitude DD
34.361208 Longitude DD
-96.622958 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4154 x
-10756018.4834999 y
4077407.17255257 |
|||||||||||||||||||||||||||||||||||||
| 03894 | 2502 1655 X | 3894 | — | U.S. 77 | CREEK | 2502 1655 X | 2-10ft.X5ft.X44ft. RDY RCB | 1933 | 34.81406111 | -97.25460833 | 21.982 | 45.932 | — | 2 | 0 | 2 | 43.963 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4152 BRKEY
3894 NBI No.
3894 On Under
1 Structure No.
2502 1655 X Control No.
002 Lane Ind.
Milepoint
16550 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
03 County
049 Location
1 MI S PAOLI Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1933 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
13.048795 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
03894 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X44ft. RDY RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2502 1655 X H Index
95.7539 Latitude
34:48:50.62 Longitude
-97:15:16.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03894 Vault Link
http://plansrv1/bridgemaintvault/b03894 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.81406111 Longitude DD
-97.25460833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4152 x
-10826333.4765949 y
4138641.41319863 |
|||||||||||||||||||||||||||||||||||||
| 03893 | 7114 1580 X | 3893 | — | S.H. 5 | CREEK | 7114 1580 X | 2-10ft.x3ft.x55ft. RDY. R.C.B. | 1933 | 34.39112222 | -98.73949722 | 22.966 | 57.001 | — | 2 | 0 | 2 | 55 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4151 BRKEY
3893 NBI No.
3893 On Under
1 Structure No.
7114 1580 X Control No.
014 Lane Ind.
Milepoint
15800 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
6.2 MI W COTTON C/L Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
55 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
1933 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
55 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
57.001 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 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
03893 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.x3ft.x55ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1580 X H Index
67 Latitude
34:23:28.04 Longitude
-98:44:22.19 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
03893 Vault Link
http://plansrv1/bridgemaintvault/b03893 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.39112222 Longitude DD
-98.73949722 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4151 x
-10991630.5517142 y
4081441.87547657 |
|||||||||||||||||||||||||||||||||||||
| 03892 | 2208 1452 X | 3892 | — | U.S. 183 | CREEK | 2208 1452 X | 3-8ft.X3ft.X70ft. RDY. R.C.B. | 1933 | 36.02061389 | -98.96420833 | 26.903 | 72.001 | — | 3 | 0 | 2 | 70 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4150 BRKEY
3892 NBI No.
3892 On Under
1 Structure No.
2208 1452 X Control No.
008 Lane Ind.
Milepoint
14520 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
043 Location
14.7 MI N CUSTER C/L Sufficiency
92.5 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 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
1933 ADT Total
1400 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
3 Road Width
70 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
26.903 Deck Width
72.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.2 HS Inv. Rating Method
1 HS Inv. Method
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
62.75849 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
03892 ODOT County
22 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.X3ft.X70ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2208 1452 X H Index
67 Latitude
36:01:14.21 Longitude
-98:57:51.15 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
-1 NBI Text
03892 Vault Link
http://plansrv1/bridgemaintvault/b03892 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.02061389 Longitude DD
-98.96420833 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4150 x
-11016645.278055 y
4303458.18236069 |
|||||||||||||||||||||||||||||||||||||
| 03891 | 4128 1388 X | 3891 | — | U.S. 377 / S.H. 99 | CREEK | 4128 1388 X | 2-10ft.X4ft.X40.9ft. RCBOX | 1933 | 35.67890278 | -96.66259167 | 21.982 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4149 BRKEY
3891 NBI No.
3891 On Under
1 Structure No.
4128 1388 X Control No.
028 Lane Ind.
Milepoint
13880 Facility Carried
U.S. 377 / S.H. 99 Feature Intersected
CREEK Division
03 County
081 Location
14 MI N JCT US 62 Sufficiency
75.2 Kind Hwy
2 Level Service
1 Route No.
00377 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
112.6 HS Inv. Rating Method
1 HS Inv. Method
67.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
39.146385 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
03891 ODOT County
41 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.X40.9ft. RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4128 1388 X H Index
97.8669 Latitude
35:40:44.05 Longitude
-96:39:45.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 377 / S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03891 Vault Link
http://plansrv1/bridgemaintvault/b03891 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
35.67890278 Longitude DD
-96.66259167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4149 x
-10760430.4834625 y
4256528.36496914 |
|||||||||||||||||||||||||||||||||||||
| 03890 | 2908 1330 X | 3890 | — | S.H. 30 | CREEK | 2908 1330 X | 2-10ft.X10ft.X91ft. RDY. R.C.B. SK. 30 DEG. L.F. | 1933 | 34.87676667 | -99.91369722 | 22.966 | 93.002 | — | 2 | 30 | 2 | 91.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.4 | 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 | 410 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4148 BRKEY
3890 NBI No.
3890 On Under
1 Structure No.
2908 1330 X Control No.
008 Lane Ind.
Milepoint
13300 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
057 Location
1.7 MI S JCT S.H. 9 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
91.001 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
1933 ADT Total
410 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
91.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
93.002 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
656 Future ADT Year
2042 Bypass Detour
60.894376 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
03890 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.X10ft.X91ft. RDY. R.C.B. SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2908 1330 X H Index
90.76 Latitude
34:52:36.36 Longitude
-99:54:49.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03890 Vault Link
http://plansrv1/bridgemaintvault/b03890 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.87676667 Longitude DD
-99.91369722 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4148 x
-11122341.8978037 y
4147146.81186891 |
|||||||||||||||||||||||||||||||||||||
| 03889 | 4112 1289 X | 3889 | — | S.H. 18 | CREEK | 4112 1289 X | 2-8ft.X7ft.X49ft. RC BOX | 1933 | 35.68500278 | -96.88574167 | 25.919 | 99.99 | — | 2 | 45 | 2 | 99.99 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4147 BRKEY
3889 NBI No.
3889 On Under
1 Structure No.
4112 1289 X Control No.
012 Lane Ind.
Milepoint
12890 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
03 County
081 Location
13 MI N JCT US 62 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00018 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
1933 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
99.99 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
99.99 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
67.4 HS Inv. Rating Method
1 HS Inv. Method
40.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 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
03889 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X7ft.X49ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4112 1289 X H Index
67 Latitude
35:41:06.01 Longitude
-96:53:08.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03889 Vault Link
http://plansrv1/bridgemaintvault/b03889 GIS FO/SD
Meets Standards H Inv. Method
28.2 Latitude DD
35.68500278 Longitude DD
-96.88574167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4147 x
-10785271.427833 y
4257364.35689057 |
|||||||||||||||||||||||||||||||||||||
| 03798 | 4128R1411 X | 3798 | — | S.H. 99 | DEEP FORK RIVER | 4128R1411 X | 140ft. HI. TRUSS & 2-36ft. I- BM. SPANS | 1932 | 35.68666667 | -96.66166667 | 212.927 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.2 | Fair (5) | Critical (2) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2370 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4146 BRKEY
3798 NBI No.
3798 On Under
1 Structure No.
4128R1411 X Control No.
028 Lane Ind.
Milepoint
14110 Facility Carried
S.H. 99 Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
14.3 MI N JCT US 62 Sufficiency
32.2 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
2370 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
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
212.927 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 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
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
21.054 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2800 Future ADT Year
2017 Bypass Detour
39.146385 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
03798 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
140ft. HI. TRUSS & 2-36ft. I- BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4128R1411 X H Index
71.621 Latitude
35:41:12 Longitude
-96:39:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03798 Vault Link
http://plansrv1/bridgemaintvault/b03798 GIS FO/SD
SD H Inv. Method
16.865 Latitude DD
35.68666667 Longitude DD
-96.66166667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4146 x
-10760327.5129335 y
4257592.40054295 |
|||||||||||||||||||||||||||||||||||||
| 03797 | 4732R0563 X | 3797 | — | S.H. 58 | INDIAN CREEK | 4732 0563 X | 6-36ft. I-BM. SPANS SK. 45 DEG. | 1932 | 36.33418611 | -98.26527778 | 219.16 | 25 | — | 6 | 45 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.6 | 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 | 1900 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
4145 BRKEY
3797 NBI No.
3797 On Under
1 Structure No.
4732R0563 X Control No.
032 Lane Ind.
Milepoint
05630 Facility Carried
S.H. 58 Feature Intersected
INDIAN CREEK Division
06 County
093 Location
5.7 MI N JCT SH 8 Sufficiency
41.6 Kind Hwy
3 Level Service
1 Route No.
00058 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
1900 ADT Year
2011 Design Load
H 20 Skew
45 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
219.16 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.
7 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
54.123 HS Inv. Rating Method
1 HS Inv. Method
32.518 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2031 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03797 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
6-36ft. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4732 0563 X H Index
71.1734 Latitude
36:20:03.07 Longitude
-98:15:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
03797 Vault Link
http://plansrv1/bridgemaintvault/b03797 GIS FO/SD
SD H Inv. Method
21.826 Latitude DD
36.33418611 Longitude DD
-98.26527778 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4145 x
-10938840.6851292 y
4346702.8350201 |
|||||||||||||||||||||||||||||||||||||
| 03796 | 2022R0478 X | 3796 | — | S.H. 34 | WEST QUARTERMASTER CREEK | 2022R0478 X | 100ft. PONY TRUSS & 3-36ft. I-BM. SPANS | 1932 | 35.70261111 | -99.35788611 | 209.974 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.5 | Fair (5) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1220 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4144 BRKEY
3796 NBI No.
3796 On Under
1 Structure No.
2022R0478 X Control No.
022 Lane Ind.
Milepoint
04780 Facility Carried
S.H. 34 Feature Intersected
WEST QUARTERMASTER CREEK Division
05 County
039 Location
4.7 MI N JCT SH 33 Sufficiency
53.5 Kind Hwy
3 Level Service
1 Route No.
00034 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
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1220 ADT Year
1999 Design Load
H 10 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
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
209.974 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
22.818 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03796 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
1.001 Rt. Curb SW
1.001 Description
100ft. PONY TRUSS & 3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2022R0478 X H Index
100 Latitude
35:42:09.4 Longitude
-99:21:28.39 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 34 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03796 Vault Link
http://plansrv1/bridgemaintvault/b03796 GIS FO/SD
Meets Standards H Inv. Method
12.897 Latitude DD
35.70261111 Longitude DD
-99.35788611 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4144 x
-11060469.2880613 y
4259777.89941243 |
|||||||||||||||||||||||||||||||||||||
| 03795 | 2912R0334 X | 3795 | — | S.H. 5 | LOBOS OR SANDY CREEK | 2912 0334 X | 7-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 34.54919722 | -99.77145278 | 209.974 | 24.003 | — | 7 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.2 | 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 | 250 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4143 BRKEY
3795 NBI No.
3795 On Under
1 Structure No.
2912R0334 X Control No.
012 Lane Ind.
Milepoint
03340 Facility Carried
S.H. 5 Feature Intersected
LOBOS OR SANDY CREEK Division
05 County
057 Location
3.3 MI N JACKSON C/L Sufficiency
54.2 Kind Hwy
3 Level Service
1 Route No.
00005 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
1932 ADT Total
250 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
209.974 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.
2 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.919 HS Inv. Rating Method
1 HS Inv. Method
31.195 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2032 Bypass Detour
29.204446 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
03795 ODOT County
29 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
7-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2912 0334 X H Index
35.6914 Latitude
34:32:57.11 Longitude
-99:46:17.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 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
03795 Vault Link
http://plansrv1/bridgemaintvault/b03795 GIS FO/SD
SD H Inv. Method
19.511 Latitude DD
34.54919722 Longitude DD
-99.77145278 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4143 x
-11106507.3191747 y
4102786.35591506 |
|||||||||||||||||||||||||||||||||||||
| 03793 | 3706R1327 X | 3793 | — | S.H. 3 | DEAD INDIAN CREEK | 3706R1327 X | 80ft. PONY TRUSS & 3-36ft. I-BM. SPANS | 1932 | 35.855 | -97.97333333 | 190.945 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 5.5 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4141 BRKEY
3793 NBI No.
3793 On Under
1 Structure No.
3706R1327 X Control No.
006 Lane Ind.
Milepoint
13270 Facility Carried
S.H. 3 Feature Intersected
DEAD INDIAN CREEK Division
04 County
073 Location
2.8 MI W JCT US 81 Sufficiency
5.5 Kind Hwy
3 Level Service
1 Route No.
00003 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
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2000 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 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
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
190.945 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
4 Super Rating
3 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2000 Future ADT Year
2017 Bypass Detour
65.865346 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
03793 ODOT County
37 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
80ft. PONY TRUSS & 3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3706R1327 X H Index
100 Latitude
35:51:18 Longitude
-97:58:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03793 Vault Link
http://plansrv1/bridgemaintvault/b03793 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
35.855 Longitude DD
-97.97333333 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4141 x
-10906341.5776153 y
4280687.894433 |
|||||||||||||||||||||||||||||||||||||
| 04085 | 0902 0000 X | 4085 | — | U.S. 281 | S. CANADIAN RIVER | 0902 0000 X | 38-101ft. & 2-50ft. I-BM. SPANS (BRIDGEPORT BR.) | 1933 | 35.540278 | -98.322778 | 3970.71 | 30 | — | 38 | 0 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.3 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2020 | 2 | Unmatched |
|
Raw data
OBJECTID
4139 BRKEY
4085 NBI No.
4085 On Under
1 Structure No.
0902 0000 X Control No.
002 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 281 Feature Intersected
S. CANADIAN RIVER Division
04 County
017 Location
CADDO CANADIAN CL Sufficiency
84.3 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 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
1933 ADT Total
1100 ADT Year
2020 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
38 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
3970.71 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
53.4 HS Inv. Rating Method
3 HS Inv. Method
41.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2040 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04085 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38-101ft. & 2-50ft. I-BM. SPANS (BRIDGEPORT BR.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0902 0000 X H Index
53.7871 Latitude
35:32:25 Longitude
-98:19:22 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
NBI Text
04085 Vault Link
http://plansrv1/bridgemaintvault/b04085 GIS FO/SD
Meets Standards H Inv. Method
41.1 Latitude DD
35.540278 Longitude DD
-98.322778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4139 x
-10945241.5803401 y
4237547.32599334 |
|||||||||||||||||||||||||||||||||||||
| 04084 | 1244R0557 X | 4084 | — | U.S. 70 | KIAMICHI RIVER | 1244 0557 X | 210ft. HI. TRUSS.13-10 | 1933 | 34.00686389 | -95.38174167 | 1659.121 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 4 | Failed (0) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5300 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4138 BRKEY
4084 NBI No.
4084 On Under
1 Structure No.
1244R0557 X Control No.
044 Lane Ind.
Milepoint
05570 Facility Carried
U.S. 70 Feature Intersected
KIAMICHI RIVER Division
02 County
023 Location
5.5 MI. E. OF HUGO Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
5300 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
1659.121 Deck Width
25 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2028 Bypass Detour
90.098822 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04084 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
210ft. HI. TRUSS.13-10 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1244 0557 X H Index
74.0058 Latitude
34:00:24.71 Longitude
-95:22:54.27 I257A
_ I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
059 NBI Text
04084 Vault Link
http://plansrv1/bridgemaintvault/b04084 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.00686389 Longitude DD
-95.38174167 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4138 x
-10617846.91368 y
4029723.71610259 |
|||||||||||||||||||||||||||||||||||||
| 04082 | 3004R0135 X | 4082 | — | U.S. 64 | BUFFALO CREEK | 3004R0135 X | 19-30ft. I-BM. SPANS | 1933 | 36.84666667 | -99.62833333 | 570.866 | 25.499 | — | 19 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.9 | Fair (5) | Imminent failure (1) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4136 BRKEY
4082 NBI No.
4082 On Under
1 Structure No.
3004R0135 X Control No.
004 Lane Ind.
Milepoint
01350 Facility Carried
U.S. 64 Feature Intersected
BUFFALO CREEK Division
06 County
059 Location
1.3 MI NE S JCT 183 Sufficiency
40.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1600 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
19 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
570.866 Deck Width
25.499 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
1 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
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1800 Future ADT Year
2017 Bypass Detour
77.050027 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
04082 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
19-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3004R0135 X H Index
100 Latitude
36:50:48 Longitude
-99:37:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04082 Vault Link
http://plansrv1/bridgemaintvault/b04082 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.84666667 Longitude DD
-99.62833333 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4136 x
-11090575.3348781 y
4417755.59458634 |
|||||||||||||||||||||||||||||||||||||
| 04081 | 3902R0385 X | 4081 | — | U.S. 270 | GAINES CREEK O'FLOW | 3902R0385 X | 14-36ft. I-BM. SPANS | 1933 | 34.89333333 | -95.44 | 504.921 | 43.999 | — | 14 | 99 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.5 | Satisfactory (6) | Serious (3) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2660 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4135 BRKEY
4081 NBI No.
4081 On Under
1 Structure No.
3902R0385 X Control No.
002 Lane Ind.
Milepoint
03850 Facility Carried
U.S. 270 Feature Intersected
GAINES CREEK O'FLOW Division
02 County
077 Location
3.9 MI E PITTSBURG CO Sufficiency
53.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
2660 ADT Year
1999 Design Load
H 20 Skew
99 No. Main Spans
14 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
504.921 Deck Width
43.999 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
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2300 Future ADT Year
2017 Bypass Detour
27.961703 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
04081 ODOT County
39 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
14-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3902R0385 X H Index
100 Latitude
34:53:36 Longitude
-95:26:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 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
04081 Vault Link
http://plansrv1/bridgemaintvault/b04081 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
34.89333333 Longitude DD
-95.44 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4135 x
-10624332.20131 y
4149395.00108486 |
|||||||||||||||||||||||||||||||||||||
| 03987 | 6404 1810 X | 3987 | — | U.S. 271 | SNOW CREEK | 6404 1810 X | 51.8ft. I-BEAM | 1933 | 34.394769 | -95.414042 | 51.801 | 40 | — | 1 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 570 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4131 BRKEY
3987 NBI No.
3987 On Under
1 Structure No.
6404 1810 X Control No.
004 Lane Ind.
Milepoint
18100 Facility Carried
U.S. 271 Feature Intersected
SNOW CREEK Division
02 County
127 Location
18.10 NE JCT SH-3 Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
570 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
51.801 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77.8 HS Inv. Rating Method
3 HS Inv. Method
60 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
912 Future ADT Year
2042 Bypass Detour
60 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03987 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
51.8ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 1810 X H Index
71.2181 Latitude
34:23:41.17 Longitude
-95:24:50.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
013 NBI Text
03987 Vault Link
http://plansrv1/bridgemaintvault/b03987 GIS FO/SD
Meets Standards H Inv. Method
59.9 Latitude DD
34.394769 Longitude DD
-95.414042 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4131 x
-10621442.569968 y
4081933.8362503 |
|||||||||||||||||||||||||||||||||||||
| 03986 | 2304 1361 X | 3986 | — | U.S. 60 | CREEK | 2304 1361 X | 5-10ft.X6ft.X38.3ft. RCB | 1933 | 36.14470556 | -99.51567222 | 54.003 | 38.301 | — | 5 | 0 | 2 | 36.201 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92 | 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 | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4130 BRKEY
3986 NBI No.
3986 On Under
1 Structure No.
2304 1361 X Control No.
004 Lane Ind.
Milepoint
13610 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
045 Location
13.6 MI E US283 Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.201 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
36.201 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
54.003 Deck Width
38.301 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
49 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
03986 ODOT County
23 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.X6ft.X38.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2304 1361 X H Index
90.0053 Latitude
36:08:40.94 Longitude
-99:30:56.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03986 Vault Link
http://plansrv1/bridgemaintvault/b03986 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
36.14470556 Longitude DD
-99.51567222 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4130 x
-11078033.9574807 y
4320550.94559516 |
|||||||||||||||||||||||||||||||||||||
| 03985 | 4130 1200 X | 3985 | — | S.H. 99 | SAND CREEK | 4130 1200 X | 50ft. I-BM SPAN | 1933 | 35.9236 | -96.65993611 | 50.853 | 26.903 | — | 1 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.1 | 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) | B | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4129 BRKEY
3985 NBI No.
3985 On Under
1 Structure No.
4130 1200 X Control No.
030 Lane Ind.
Milepoint
12000 Facility Carried
S.H. 99 Feature Intersected
SAND CREEK Division
03 County
081 Location
12.1 MI N JCT SH 66 Sufficiency
48.1 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
1933 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
50.853 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 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
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
39.146385 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
03985 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
50ft. I-BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4130 1200 X H Index
73.4254 Latitude
35:55:24.96 Longitude
-96:39:35.77 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
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03985 Vault Link
http://plansrv1/bridgemaintvault/b03985 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.9236 Longitude DD
-96.65993611 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4129 x
-10760134.8678756 y
4290113.93570524 |
|||||||||||||||||||||||||||||||||||||
| 03888 | 4002 1265 X | 3888 | — | U.S. 59 | CREEK | 4002 1265 X | (2) 10ft. X 5ft. X 71ft. RCB | 1933 | 34.76466389 | -94.63694167 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4128 BRKEY
3888 NBI No.
3888 On Under
1 Structure No.
4002 1265 X Control No.
002 Lane Ind.
Milepoint
12650 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
4.23 NW JCT US-259 Sufficiency
86.4 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
277.3 HS Inv. Rating Method
1 HS Inv. Method
166.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
71.9 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
03888 ODOT County
40 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 5ft. X 71ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 1265 X H Index
100 Latitude
34:45:52.79 Longitude
-94:38:12.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
017 NBI Text
03888 Vault Link
http://plansrv1/bridgemaintvault/b03888 GIS FO/SD
Meets Standards H Inv. Method
98.8 Latitude DD
34.76466389 Longitude DD
-94.63694167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4128 x
-10534936.1569371 y
4131945.71857866 |
|||||||||||||||||||||||||||||||||||||
| 03887 | 3706 1255 X | 3887 | — | S.H. 3 & S.H. 33 | CREEK | 3706 1255 X | 2-10ft. X 5ft. X 84ft. R.C. BOX | 1933 | 35.85630278 | -97.98618333 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4127 BRKEY
3887 NBI No.
3887 On Under
1 Structure No.
3706 1255 X Control No.
006 Lane Ind.
Milepoint
12550 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
3.4 MI W JCT US 81 Sufficiency
86.3 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
4700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03887 ODOT County
37 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 5ft. X 84ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 1255 X H Index
97.69 Latitude
35:51:22.69 Longitude
-97:59:10.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03887 Vault Link
http://plansrv1/bridgemaintvault/b03887 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.85630278 Longitude DD
-97.98618333 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4127 x
-10907772.0330719 y
4280866.82799635 |
|||||||||||||||||||||||||||||||||||||
| 03886 | 3906 1163 X | 3886 | — | S.H. 2 | CREEK | 3906 1163 X | (2) 10ft. X 10ft. X 56ft. LONG RCB | 1933 | 34.79340833 | -95.30705833 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | 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 | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4126 BRKEY
3886 NBI No.
3886 On Under
1 Structure No.
3906 1163 X Control No.
006 Lane Ind.
Milepoint
11630 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
077 Location
11.63 N PUSHMATAHA C/L Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25 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
1933 ADT Total
820 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
137.3 HS Inv. Rating Method
1 HS Inv. Method
82.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03886 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 56ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3906 1163 X H Index
98.8216 Latitude
34:47:36.27 Longitude
-95:18:25.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
018 NBI Text
03886 Vault Link
http://plansrv1/bridgemaintvault/b03886 GIS FO/SD
Meets Standards H Inv. Method
68.7 Latitude DD
34.79340833 Longitude DD
-95.30705833 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4126 x
-10609533.2023004 y
4135841.48217898 |
|||||||||||||||||||||||||||||||||||||
| 03885 | 1908 1079 X | 3885 | — | U.S. 75A | CREEK | 1908 1079 X | 2-10ft.X10ft.X58ft. RCB | 1933 | 35.98699444 | -96.11378333 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 12800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4125 BRKEY
3885 NBI No.
3885 On Under
1 Structure No.
1908 1079 X Control No.
008 Lane Ind.
Milepoint
10790 Facility Carried
U.S. 75A Feature Intersected
CREEK Division
08 County
037 Location
0.2 MIS JCT SH 117 Sufficiency
66.1 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
57.743 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1933 ADT Total
12800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
AG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.9 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20480 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03885 ODOT County
19 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
5.906 Rt. Curb SW
5.906 Description
2-10ft.X10ft.X58ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1908 1079 X H Index
85.1262 Latitude
35:59:13.18 Longitude
-96:06:49.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03885 Vault Link
http://plansrv1/bridgemaintvault/b03885 GIS FO/SD
Meets Standards H Inv. Method
27.5 Latitude DD
35.98699444 Longitude DD
-96.11378333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4125 x
-10699337.4185106 y
4298831.97457722 |
|||||||||||||||||||||||||||||||||||||
| 03884 | 4002 1067 X | 3884 | — | U.S. 59 | CREEK | 4002 1067 X | (2) 10ft. X 6ft. X 53ft. RCB | 1933 | 34.74508056 | -94.626375 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4124 BRKEY
3884 NBI No.
3884 On Under
1 Structure No.
4002 1067 X Control No.
002 Lane Ind.
Milepoint
10670 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
2.25 NW JCT US-259 Sufficiency
86.4 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.999 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
1933 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
110.2 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
71.9 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
03884 ODOT County
40 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 6ft. X 53ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 1067 X H Index
98.68 Latitude
34:44:42.29 Longitude
-94:37:34.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
014 NBI Text
03884 Vault Link
http://plansrv1/bridgemaintvault/b03884 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
34.74508056 Longitude DD
-94.626375 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4124 x
-10533759.8806133 y
4129292.34659877 |
|||||||||||||||||||||||||||||||||||||
| 03883 | 7702R1004 X | 3883 | — | U.S. 183 | CREEK | 7702 1004 X | 2-10ft.X 3ft.X 55ft. R.C.B | 1933 | 36.23430833 | -99.11701389 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | 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 | 4300 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4123 BRKEY
3883 NBI No.
3883 On Under
1 Structure No.
7702R1004 X Control No.
002 Lane Ind.
Milepoint
10040 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
8.6 MI SE JCT SH 50 Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.99 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
1933 ADT Total
4300 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
162 HS Inv. Rating Method
1 HS Inv. Method
97.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2036 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
03883 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 55ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1004 X H Index
96.37 Latitude
36:14:03.51 Longitude
-99:07:01.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03883 Vault Link
http://plansrv1/bridgemaintvault/b03883 GIS FO/SD
Meets Standards H Inv. Method
54.1 Latitude DD
36.23430833 Longitude DD
-99.11701389 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4123 x
-11033655.5151846 y
4332909.9179929 |
|||||||||||||||||||||||||||||||||||||
| 03792 | 6512R0267 X | 3792 | — | S.H. 33 | WASHITA RIVER | 6512 0267 X | 100ft. PONY TRUSS, 60ft.-30ft. STEEL I-BEAM SPANS | 1932 | 35.67077222 | -99.63396667 | 192.913 | 25 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 44.1 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4122 BRKEY
3792 NBI No.
3792 On Under
1 Structure No.
6512R0267 X Control No.
012 Lane Ind.
Milepoint
02670 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
3 MI E JCT US 283 Sufficiency
44.1 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
1932 ADT Total
750 ADT Year
2007 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
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
192.913 Deck Width
25 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2027 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
203045 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
03792 ODOT County
65 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
100ft. PONY TRUSS, 60ft.-30ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 0267 X H Index
52.417 Latitude
35:40:14.78 Longitude
-99:38:02.28 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03792 Vault Link
http://plansrv1/bridgemaintvault/b03792 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.67077222 Longitude DD
-99.63396667 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4122 x
-11091202.4354184 y
4255414.18850247 |
|||||||||||||||||||||||||||||||||||||
| 03791 | 3906R1492 X | 3791 | — | S.H. 2 | GAINES CREEK O'FLOW | 3906 1492 X | 3-60CONT ST BM SPANS | 1932 | 34.83252778 | -95.31085 | 181.102 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4121 BRKEY
3791 NBI No.
3791 On Under
1 Structure No.
3906R1492 X Control No.
006 Lane Ind.
Milepoint
14920 Facility Carried
S.H. 2 Feature Intersected
GAINES CREEK O'FLOW Division
02 County
077 Location
14.6 MI N PUSH. C/L Sufficiency
72.3 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1100 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 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.
1 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.257 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2027 Bypass Detour
31.689931 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
03791 ODOT County
39 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
3-60CONT ST BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3906 1492 X H Index
71.547 Latitude
34:49:57.1 Longitude
-95:18:39.06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
024 NBI Text
03791 Vault Link
http://plansrv1/bridgemaintvault/b03791 GIS FO/SD
Meets Standards H Inv. Method
24.582 Latitude DD
34.83252778 Longitude DD
-95.31085 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4121 x
-10609955.2890741 y
4141145.56409938 |
|||||||||||||||||||||||||||||||||||||
| 03790 | 4306R1460 X | 3790 | — | S.H. 32 | WALNUT BAYOU CREEK | 4306 1460 X | (6) 30ft. I-beam spans | 1932 | 33.94 | -97.30666667 | 180.118 | 23.501 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 24.8 | Serious (3) | Satisfactory (6) | Poor (4) | Serious (3) | 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
4120 BRKEY
3790 NBI No.
3790 On Under
1 Structure No.
4306R1460 X Control No.
006 Lane Ind.
Milepoint
14600 Facility Carried
S.H. 32 Feature Intersected
WALNUT BAYOU CREEK Division
07 County
085 Location
14.8 MI E C/L Sufficiency
24.8 Kind Hwy
3 Level Service
1 Route No.
00032 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
830 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
6 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
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
23.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
29.983 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
03790 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(6) 30ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1460 X H Index
48.0627 Latitude
33:56:24 Longitude
-97:18:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 32 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
014 NBI Text
03790 Vault Link
http://plansrv1/bridgemaintvault/b03790 GIS FO/SD
SD H Inv. Method
18.739 Latitude DD
33.94 Longitude DD
-97.30666667 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4120 x
-10832128.5844952 y
4020748.33459619 |
|||||||||||||||||||||||||||||||||||||
| 03789 | 4306R1451 X | 3789 | — | S.H. 32 | WALNUT BAYOU O'FLOW | 4306 1451 X | (6) 30ft. I-beam spans | 1932 | 33.94 | -97.30833333 | 180.118 | 23.501 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.5 | Poor (4) | Satisfactory (6) | Poor (4) | 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
4119 BRKEY
3789 NBI No.
3789 On Under
1 Structure No.
4306R1451 X Control No.
006 Lane Ind.
Milepoint
14510 Facility Carried
S.H. 32 Feature Intersected
WALNUT BAYOU O'FLOW Division
07 County
085 Location
14.7 MI E C/L Sufficiency
46.5 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
6 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
180.118 Deck Width
23.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
4 Chan. Rating
7 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
51.478 HS Inv. Rating Method
1 HS Inv. Method
30.865 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
03789 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(6) 30ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1451 X H Index
46.1199 Latitude
33:56:24 Longitude
-97:18:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
013 NBI Text
03789 Vault Link
http://plansrv1/bridgemaintvault/b03789 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
33.94 Longitude DD
-97.30833333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4119 x
-10832314.1162377 y
4020748.33459619 |
|||||||||||||||||||||||||||||||||||||
| 03788 | 7716R1421 X | 3788 | — | S.H. 34 | INDIAN CREEK | 7716 1421 X | 5-36ft. I-BM SPS SK45RF | 1932 | 36.359525 | -99.35376944 | 183.071 | 30.84 | — | 5 | 45 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.6 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4118 BRKEY
3788 NBI No.
3788 On Under
1 Structure No.
7716R1421 X Control No.
016 Lane Ind.
Milepoint
14210 Facility Carried
S.H. 34 Feature Intersected
INDIAN CREEK Division
06 County
153 Location
2.3 MI S JCT US 183 Sufficiency
40.6 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
1932 ADT Total
2300 ADT Year
2015 Design Load
H 20 Skew
45 No. Main Spans
5 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
183.071 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2035 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
03788 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-36ft. I-BM SPS SK45RF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7716 1421 X H Index
81.1259 Latitude
36:21:34.29 Longitude
-99:21:13.57 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
03788 Vault Link
http://plansrv1/bridgemaintvault/b03788 GIS FO/SD
SD H Inv. Method
19.2 Latitude DD
36.359525 Longitude DD
-99.35376944 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4118 x
-11060011.0224531 y
4350204.89453129 |
|||||||||||||||||||||||||||||||||||||
| 03787 | 4128R1406 X | 3787 | — | S.H. 99 | DEEP FORK CREEK O'FLOW | 4128R1406 X | 5-36in I-BM SPANS | 1932 | 35.685 | -96.66166667 | 181.102 | 26.903 | — | 5 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 6.9 | Serious (3) | Critical (2) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2500 | 1998 | 4 | Unmatched |
|
Raw data
OBJECTID
4117 BRKEY
3787 NBI No.
3787 On Under
1 Structure No.
4128R1406 X Control No.
028 Lane Ind.
Milepoint
14060 Facility Carried
S.H. 99 Feature Intersected
DEEP FORK CREEK O'FLOW Division
03 County
081 Location
14.2 MI N JCT US 62 Sufficiency
6.9 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2500 ADT Year
1998 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.152 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
3 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2777 Future ADT Year
2018 Bypass Detour
39.146385 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
03787 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
5-36in I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4128R1406 X H Index
75.8072 Latitude
35:41:06 Longitude
-96:39:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ 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
03787 Vault Link
http://plansrv1/bridgemaintvault/b03787 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.685 Longitude DD
-96.66166667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4117 x
-10760327.5129335 y
4257363.97588297 |
|||||||||||||||||||||||||||||||||||||
| 04080 | 6404R3897 X | 4080 | — | U.S. 271 | JACK FORK CREEK | 6404R3897 X | 160ft. HI. TRUSS AND 6-40ft. I-BM. SPANS | 1933 | 34.605 | -95.33333333 | 404.856 | 25 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9.5 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4116 BRKEY
4080 NBI No.
4080 On Under
1 Structure No.
6404R3897 X Control No.
004 Lane Ind.
Milepoint
38970 Facility Carried
U.S. 271 Feature Intersected
JACK FORK CREEK Division
02 County
127 Location
1.5 MI NE CLAYTON Sufficiency
9.5 Kind Hwy
2 Level Service
1 Route No.
00271 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
1933 ADT Total
2000 ADT Year
1999 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
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
404.856 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
42.659 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2017 Bypass Detour
9.941939 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
04080 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
160ft. HI. TRUSS AND 6-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R3897 X H Index
100 Latitude
34:36:18 Longitude
-95:20:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04080 Vault Link
http://plansrv1/bridgemaintvault/b04080 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
34.605 Longitude DD
-95.33333333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4116 x
-10612458.121921 y
4110330.94496856 |
|||||||||||||||||||||||||||||||||||||
| 04079 | 5612R0480 X | 4079 | — | U.S. 266 | DEEP FORK RIVER | 5612R0480 X | 210ft. HIGH TRUSS & 3-60ft. I-BM. SPANS | 1933 | 35.45 | -96.08333333 | 395.013 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 3 | Serious (3) | Critical (2) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1500 | 2004 | 2 | Old US-266 over Deek Fork River Matched |
|
Raw data
OBJECTID
4115 BRKEY
4079 NBI No.
4079 On Under
1 Structure No.
5612R0480 X Control No.
012 Lane Ind.
Milepoint
04800 Facility Carried
U.S. 266 Feature Intersected
DEEP FORK RIVER Division
01 County
111 Location
4.9 MI E US 62 Sufficiency
3 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
1500 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
395.013 Deck Width
27.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
5 Deck Rating
2 Super Rating
3 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
29.762 HS Inv. Rating Method
1 HS Inv. Method
17.857 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2024 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
222942 Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1510 Min Measured Clearance
1510 NBI Rating
04079 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HIGH TRUSS & 3-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5612R0480 X H Index
59.2561 Latitude
35:27:00 Longitude
-96:05:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 266 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
04079 Vault Link
http://plansrv1/bridgemaintvault/b04079 GIS FO/SD
SD H Inv. Method
13.448 Latitude DD
35.45 Longitude DD
-96.08333333 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4115 x
-10695947.740016 y
4225203.75218303 |
|||||||||||||||||||||||||||||||||||||
| 04078 | 0312R1508 X | 4078 | — | S.H. 3 | MUDDY BOGGY RIVER | 0312 1372 X | 180ft. HIGH TRUSS & 2-100ft. PONY TRUSS SPANS. | 1933 | 34.27091111 | -95.91179167 | 380 | 25 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.5 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4114 BRKEY
4078 NBI No.
4078 On Under
1 Structure No.
0312R1508 X Control No.
012 Lane Ind.
Milepoint
15080 Facility Carried
S.H. 3 Feature Intersected
MUDDY BOGGY RIVER Division
02 County
005 Location
15.0 MI.E.OF JCT.US69 Sufficiency
43.5 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2400 ADT Year
2008 Design Load
H 10 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
380 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.
2 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
38.471 HS Inv. Rating Method
1 HS Inv. Method
23.81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2028 Bypass Detour
91.962936 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
15-6 Min Measured Clearance
14-6 NBI Rating
04078 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
180ft. HIGH TRUSS & 2-100ft. PONY TRUSS SPANS. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0312 1372 X H Index
58.1339 Latitude
34:16:15.28 Longitude
-95:54:42.45 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
42 NBI Text
04078 Vault Link
http://plansrv1/bridgemaintvault/b04078 GIS FO/SD
Meets Standards H Inv. Method
15.984 Latitude DD
34.27091111 Longitude DD
-95.91179167 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4114 x
-10676851.8097749 y
4065237.03664672 |
|||||||||||||||||||||||||||||||||||||
| 04077 | 1806R0724 X | 4077 | — | U.S. 60 | LITTLE CABIN CREEK | 1806 0724 X | 95ft. PONY TRUSS & 8-3 | 1933 | 36.62685556 | -95.12097222 | 388.123 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22.6 | 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 | 7000 | 2009 | 1 | Unmatched |
|
Raw data
OBJECTID
4113 BRKEY
4077 NBI No.
4077 On Under
1 Structure No.
1806R0724 X Control No.
006 Lane Ind.
Milepoint
07240 Facility Carried
U.S. 60 Feature Intersected
LITTLE CABIN CREEK Division
08 County
035 Location
2.6 MI E JCT SH 2 Sufficiency
22.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
7000 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
388.123 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.
4 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
38.25 HS Inv. Rating Method
2 HS Inv. Method
23.92 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
11200 Future ADT Year
2029 Bypass Detour
42.874612 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04077 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
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
95ft. PONY TRUSS & 8-3 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0724 X H Index
60.0061 Latitude
36:37:36.68 Longitude
-95:07:15.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
1 Local Bridge ID
-1 NBI Text
04077 Vault Link
http://plansrv1/bridgemaintvault/b04077 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
36.62685556 Longitude DD
-95.12097222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4113 x
-10588818.1912915 y
4387222.10873299 |
|||||||||||||||||||||||||||||||||||||
| 04076 | 0814R1711 X | 4076 | — | U.S. 281 | CREEK | 0814 1711 X | 36'-36'-20'-50'-36'-20'-(5-36') I-BM SPANS (W-E) | 1933 | 35.536172 | -98.341303 | 377.953 | 26.001 | — | 11 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 26.8 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2022 | 1 | Unmatched |
|
Raw data
OBJECTID
4112 BRKEY
4076 NBI No.
4076 On Under
1 Structure No.
0814R1711 X Control No.
014 Lane Ind.
Milepoint
17110 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
1.1 W CANADIAN C/L Sufficiency
26.8 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
11 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
377.953 Deck Width
26.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
30.3 HS Inv. Rating Method
1 HS Inv. Method
17.3 H Operating Rating
2 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
0 Posted Weight
090909 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04076 ODOT County
08 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
36'-36'-20'-50'-36'-20'-(5-36') I-BM SPANS (W-E) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0814 1711 X H Index
85.6846 Latitude
35:32:10.22 Longitude
-98:20:28.69 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
1 Local Bridge ID
32 NBI Text
04076 Vault Link
http://plansrv1/bridgemaintvault/b04076 GIS FO/SD
SD H Inv. Method
5 Latitude DD
35.536172 Longitude DD
-98.341303 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4112 x
-10947303.773907 y
4236985.61756703 |