ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 01532 | 5212R0958 X | 1532 | — | S.H. 156 | DEAD MAN CREEK | 5212 0958 X | 32ft. CONC. GIRDER SPAN W/ BACK-TO-BACK FLEXBEAM RAILS | 1925 | 36.5823 | -97.1394 | 35.105 | 22.999 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.5 | Poor (4) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 640 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
1898 BRKEY
1532 NBI No.
1532 On Under
1 Structure No.
5212R0958 X Control No.
012 Lane Ind.
Milepoint
09580 Facility Carried
S.H. 156 Feature Intersected
DEAD MAN CREEK Division
04 County
103 Location
0.8 MI S KAY C/L Sufficiency
41.5 Kind Hwy
3 Level Service
1 Route No.
00156 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
640 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
35.105 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
42.659 HS Inv. Rating Method
2 HS Inv. Method
15.873 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1024 Future ADT Year
2034 Bypass Detour
19.01 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01532 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. CONC. GIRDER SPAN W/ BACK-TO-BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5212 0958 X H Index
87.4472 Latitude
36:34:56.28 Longitude
-97:08:21.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 156 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01532 Vault Link
http://plansrv1/bridgemaintvault/b01532 GIS FO/SD
Meets Standards H Inv. Method
15.84 Latitude DD
36.5823 Longitude DD
-97.1394 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1898 x
-10813508.5439641 y
4381043.6223318 |
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| 01531 | 2702R0840 X | 1531 | — | U.S. 60 | CREEK | 2702R0840 X | 3-10ft.X6ft.X34ft. R.C. BO | 1925 | 36.66206944 | -97.87528611 | 34.121 | 36.001 | — | 3 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2600 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
1897 BRKEY
1531 NBI No.
1531 On Under
1 Structure No.
2702R0840 X Control No.
002 Lane Ind.
Milepoint
08400 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
053 Location
.5 MI S JCT US 81 Sufficiency
86.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1925 ADT Total
2600 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
34.121 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4160 Future ADT Year
2022 Bypass Detour
42.874612 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
01531 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X34ft. R.C. BO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2702R0840 X H Index
96.248 Latitude
36:39:43.45 Longitude
-97:52:31.03 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01531 Vault Link
http://plansrv1/bridgemaintvault/b01531 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.66206944 Longitude DD
-97.87528611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1897 x
-10895427.0110112 y
4392107.71860018 |
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| 01824 | 6404 3442 X | 1824 | — | U.S. 271 | CREEK | 6404 3442 X | (2) 10ft. X 5ft. X 6ft. RCB, (2) 10’ CONTINUOUS CONCRETE SLAB | 1927 | 34.55706667 | -95.32079167 | 22.999 | 32.001 | — | 2 | 0 | 2 | 30 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1896 BRKEY
1824 NBI No.
1824 On Under
1 Structure No.
6404 3442 X Control No.
004 Lane Ind.
Milepoint
34420 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
2.82 SE JCT SH-2 Sufficiency
83.3 Kind Hwy
2 Level Service
1 Route No.
00271 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
1927 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
22.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
1200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01824 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 5ft. X 6ft. RCB, (2) 10’ CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3442 X H Index
73.6896 Latitude
34:33:25.44 Longitude
-95:19:14.85 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
022 NBI Text
01824 Vault Link
http://plansrv1/bridgemaintvault/b01824 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.55706667 Longitude DD
-95.32079167 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1896 x
-10611061.9907161 y
4103850.00640103 |
|||||||||||||||||||||||||||||||||||||
| 01823 | 2710 2431 X | 1823 | — | U.S. 81 | CREEK | 2710 2431 X | 3-8ft. X 3ft.X 42ft. R.C. B | 1927 | 36.98021667 | -97.61592222 | 26.499 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1895 BRKEY
1823 NBI No.
1823 On Under
1 Structure No.
2710 2431 X Control No.
010 Lane Ind.
Milepoint
24310 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
1.3 S KANSAS ST. LINE Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 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
1927 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.499 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.25 HS Inv. Rating Method
1 HS Inv. Method
25.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
23.999941 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
9999 Min Measured Clearance
9999 NBI Rating
01823 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 3ft.X 42ft. R.C. B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 2431 X H Index
79.7727 Latitude
36:58:48.78 Longitude
-97:36:57.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01823 Vault Link
http://plansrv1/bridgemaintvault/b01823 GIS FO/SD
Meets Standards H Inv. Method
14.52 Latitude DD
36.98021667 Longitude DD
-97.61592222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1895 x
-10866554.7548462 y
4436349.60480278 |
|||||||||||||||||||||||||||||||||||||
| 01822 | 6916 2372 X | 1822 | — | S.H. 53 | CREEK | 6916 2372 X | 2-10ft.X 10ft.X 34ft. R.C.BOX | 1927 | 34.31084167 | -97.58367778 | 22.999 | 33.999 | — | 2 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 530 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1894 BRKEY
1822 NBI No.
1822 On Under
1 Structure No.
6916 2372 X Control No.
016 Lane Ind.
Milepoint
23720 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
137 Location
0.7 MI E JCT SH 89 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
530 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
848 Future ADT Year
2042 Bypass Detour
26.700001 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
01822 ODOT County
69 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 34ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 2372 X H Index
91.1659 Latitude
34:18:39.03 Longitude
-97:35:01.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
46 NBI Text
01822 Vault Link
http://plansrv1/bridgemaintvault/b01822 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.31084167 Longitude DD
-97.58367778 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1894 x
-10862965.3202045 y
4070617.22817914 |
|||||||||||||||||||||||||||||||||||||
| 01821 | 2710 2305 X | 1821 | — | U.S. 81 | CREEK | 2710 2305 X | 3-8ft.X 4ft.X 42ft. R.C BOX | 1927 | 36.96411667 | -97.62675278 | 25.997 | 44.003 | — | 3 | 0 | 2 | 41.998 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1893 BRKEY
1821 NBI No.
1821 On Under
1 Structure No.
2710 2305 X Control No.
010 Lane Ind.
Milepoint
23050 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
2.7 S KANSAS ST. LINE Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 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
1927 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
41.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.997 Deck Width
44.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.16 HS Inv. Rating Method
1 HS Inv. Method
25.29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
23.999941 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
9999 Min Measured Clearance
9999 NBI Rating
01821 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 4ft.X 42ft. R.C BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 2305 X H Index
76.1703 Latitude
36:57:50.82 Longitude
-97:37:36.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01821 Vault Link
http://plansrv1/bridgemaintvault/b01821 GIS FO/SD
Meets Standards H Inv. Method
14.2 Latitude DD
36.96411667 Longitude DD
-97.62675278 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1893 x
-10867760.4072704 y
4434106.29334541 |
|||||||||||||||||||||||||||||||||||||
| 01820 | 2710 2282 X | 1820 | — | U.S. 81 | CREEK | 2710 2282 X | 3-8ft. X 6ft. X 42.5ft. R.C BOX | 1927 | 36.96115556 | -97.62874444 | 25.997 | 44.501 | — | 3 | 0 | 2 | 42.5 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1892 BRKEY
1820 NBI No.
1820 On Under
1 Structure No.
2710 2282 X Control No.
010 Lane Ind.
Milepoint
22820 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
2.9 MI S KANSAS ST.L. Sufficiency
85.1 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.5 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
42.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.997 Deck Width
44.501 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.33 HS Inv. Rating Method
1 HS Inv. Method
25.39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
23.999941 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
9999 Min Measured Clearance
9999 NBI Rating
01820 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 6ft. X 42.5ft. R.C BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 2282 X H Index
83.0563 Latitude
36:57:40.16 Longitude
-97:37:43.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01820 Vault Link
http://plansrv1/bridgemaintvault/b01820 GIS FO/SD
Meets Standards H Inv. Method
14.16 Latitude DD
36.96115556 Longitude DD
-97.62874444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1892 x
-10867982.1178474 y
4433693.75543561 |
|||||||||||||||||||||||||||||||||||||
| 01819 | 6912 2257 X | 1819 | — | S.H. 29 | CREEK | 6912 2257 X | 2-10ft. X 10ft. X 57ft. R.C. BOX | 1927 | 34.63535 | -97.56805 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1891 BRKEY
1819 NBI No.
1819 On Under
1 Structure No.
6912 2257 X Control No.
012 Lane Ind.
Milepoint
22570 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
07 County
137 Location
0.5 MI W GARVIN Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
1927 ADT Total
1600 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
4 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.2 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
01819 ODOT County
69 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 57ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 2257 X H Index
100 Latitude
34:38:07.26 Longitude
-97:34:04.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
26 NBI Text
01819 Vault Link
http://plansrv1/bridgemaintvault/b01819 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.63535 Longitude DD
-97.56805 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1891 x
-10861225.6436927 y
4114436.42232136 |
|||||||||||||||||||||||||||||||||||||
| 01727 | 5606R0240 X | 1727 | — | U.S. 62 | GRAVE CREEK TRIBUTARY | 5606 0240 X | (5) 10ft. X 5ft. X 24ft. LONG RCB | 1926 | 35.60955278 | -95.818525 | 56.001 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
1889 BRKEY
1727 NBI No.
1727 On Under
1 Structure No.
5606R0240 X Control No.
006 Lane Ind.
Milepoint
02400 Facility Carried
U.S. 62 Feature Intersected
GRAVE CREEK TRIBUTARY Division
01 County
111 Location
9.4 E JCT US-75 Sufficiency
85.4 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
1900 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
5 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 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
3040 Future ADT Year
2035 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01727 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(5) 10ft. X 5ft. X 24ft. LONG RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5606 0240 X H Index
47.429 Latitude
35:36:34.39 Longitude
-95:49:06.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
US-62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
06-0240 NBI Text
01727 Vault Link
http://plansrv1/bridgemaintvault/b01727 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.60955278 Longitude DD
-95.818525 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1889 x
-10666469.4115625 y
4247028.58454309 |
|||||||||||||||||||||||||||||||||||||
| 01723 | 6718R2189 X | 1723 | — | S.H. 56 | CREEK | 6718 2189 X | 40ft. I BEAM SPAN | 1926 | 35.11450278 | -96.49420556 | 42.979 | 33.999 | — | 1 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 69.1 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1885 BRKEY
1723 NBI No.
1723 On Under
1 Structure No.
6718R2189 X Control No.
018 Lane Ind.
Milepoint
21890 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
133 Location
1 MI S JCT US 270 Sufficiency
69.1 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
1300 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
42.979 Deck Width
33.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
33.29 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2027 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
233345 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
01723 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6718 2189 X H Index
71.2832 Latitude
35:06:52.21 Longitude
-96:29:39.14 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01723 Vault Link
http://plansrv1/bridgemaintvault/b01723 GIS FO/SD
Meets Standards H Inv. Method
14.44 Latitude DD
35.11450278 Longitude DD
-96.49420556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1885 x
-10741685.8274407 y
4179452.52215603 |
|||||||||||||||||||||||||||||||||||||
| 01530 | 2405 0730 X | 1530 | — | U.S. 60 / U.S. 64 | SAND CREEK | 2405 0730 X | 3-10ft. X 9ft. X 111ft. RCB W/ PARAPET RAILS & 3ft. CURTAIN WALL UPSTREAM | 1925 | 36.48547778 | -97.87256667 | 32.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1878 BRKEY
1530 NBI No.
1530 On Under
1 Structure No.
2405 0730 X Control No.
005 Lane Ind.
Milepoint
07300 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
SAND CREEK Division
04 County
047 Location
7.3 MI N JCT US 412 Sufficiency
67.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1925 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
83.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.74 HS Inv. Rating Method
1 HS Inv. Method
31.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
34 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
01530 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 9ft. X 111ft. RCB W/ PARAPET RAILS & 3ft. CURTAIN WALL UPSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 0730 X H Index
98.547 Latitude
36:29:07.72 Longitude
-97:52:21.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64, 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01530 Vault Link
http://plansrv1/bridgemaintvault/b01530 GIS FO/SD
Meets Standards H Inv. Method
17.54 Latitude DD
36.48547778 Longitude DD
-97.87256667 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1878 x
-10895124.2843351 y
4367629.63700674 |
|||||||||||||||||||||||||||||||||||||
| 01529 | 2502 0638 XC | 1529 | — | U.S. 77 SD | DITCH DRAIN | 2502 0638 XC | 3-10ft.X 5ft.X 37ft. RDY R.C.BOX WITH HANDRAILS | 1925 | 34.69163889 | -97.21275833 | 33.136 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | 250 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1877 BRKEY
1529 NBI No.
1529 On Under
1 Structure No.
2502 0638 XC Control No.
002 Lane Ind.
Milepoint
06380 Facility Carried
U.S. 77 SD Feature Intersected
DITCH DRAIN Division
03 County
049 Location
33' E OF US 77 Sufficiency
88.9 Kind Hwy
8 Level Service
0 Route No.
00077 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
09 - Local (Rural) Year Built
1925 ADT Total
250 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.565 HS Inv. Rating Method
1 HS Inv. Method
31.306 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
15 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01529 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 37ft. RDY R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
2502 0638 XC H Index
95.2154 Latitude
34:41:29.9 Longitude
-97:12:45.93 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
4 Local Bridge ID
-1 NBI Text
01529 Vault Link
http://plansrv1/bridgemaintvault/b01529 GIS FO/SD
Meets Standards H Inv. Method
17.417 Latitude DD
34.69163889 Longitude DD
-97.21275833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
1877 x
-10821674.7559052 y
4122054.66048624 |
|||||||||||||||||||||||||||||||||||||
| 01528 | 2706R0346 X | 1528 | — | U.S. 64 | CREEK | 2706 0346 X | 2-16ft. CONC. SLAB SPA | 1925 | 36.6661 | -98.04667778 | 36.499 | 26.001 | — | 2 | 0 | 2 | 22.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17.2 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1876 BRKEY
1528 NBI No.
1528 On Under
1 Structure No.
2706R0346 X Control No.
006 Lane Ind.
Milepoint
03460 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
3.5 MI E ALFALFA C/L Sufficiency
17.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.999 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
1925 ADT Total
1800 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
22.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
36.499 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2032 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01528 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
2-16ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2706 0346 X H Index
36.1601 Latitude
36:39:57.96 Longitude
-98:02:48.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27060346 NBI Text
01528 Vault Link
http://plansrv1/bridgemaintvault/b01528 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.6661 Longitude DD
-98.04667778 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1876 x
-10914506.2444418 y
4392667.0651438 |
|||||||||||||||||||||||||||||||||||||
| 01527 | 4202R0158 X | 1527 | — | U.S. 77 | CREEK | 4202R0158 X | 89ft.P/S CNCRETE OPEN GIRDER WITH 2 - 8.0ft. SIDEWALKS | 1994 | 35.83833333 | -97.425 | 88.911 | 76.001 | — | 1 | 0 | 4 | 52.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 9400 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1875 BRKEY
1527 NBI No.
1527 On Under
1 Structure No.
4202R0158 X Control No.
002 Lane Ind.
Milepoint
01580 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
083 Location
1.6 MI N JCT I-35 Sufficiency
64.3 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1994 ADT Total
9400 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
02 Length
88.911 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.699 HS Inv. Rating Method
1 HS Inv. Method
37.699 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9400 Future ADT Year
2017 Bypass Detour
6.213712 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
01527 ODOT County
42 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
7.999 Rt. Curb SW
7.999 Description
89ft.P/S CNCRETE OPEN GIRDER WITH 2 - 8.0ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4202R0158 X H Index
100 Latitude
35:50:18 Longitude
-97:25:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01527 Vault Link
http://plansrv1/bridgemaintvault/b01527 GIS FO/SD
Meets Standards H Inv. Method
17.857 Latitude DD
35.83833333 Longitude DD
-97.425 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1875 x
-10845301.3905347 y
4278399.0284876 |
|||||||||||||||||||||||||||||||||||||
| 01526 | 0928R0082 X | 1526 | — | S.H. 4 | CREEK | 0928 0082 X | 34ft. I-BM. SPAN | 1925 | 35.51988056 | -97.742475 | 35.105 | 23.999 | — | 1 | 0 | 2 | 22.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.1 | Critical (2) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4000 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
1874 BRKEY
1526 NBI No.
1526 On Under
1 Structure No.
0928R0082 X Control No.
028 Lane Ind.
Milepoint
00820 Facility Carried
S.H. 4 Feature Intersected
CREEK Division
04 County
017 Location
0.8 MI. N. JCT. SH66 Sufficiency
8.1 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1925 ADT Total
4000 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
35.105 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
2 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
28.219 HS Inv. Rating Method
1 HS Inv. Method
8.047 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2026 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01526 ODOT County
09 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
34ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0928 0082 X H Index
60.2107 Latitude
35:31:11.57 Longitude
-97:44:32.91 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 4 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
01526 Vault Link
http://plansrv1/bridgemaintvault/b01526 GIS FO/SD
Meets Standards H Inv. Method
8.047 Latitude DD
35.51988056 Longitude DD
-97.742475 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
1874 x
-10880642.5458743 y
4234757.20160135 |
|||||||||||||||||||||||||||||||||||||
| 01525 | 5620R0061 X | 1525 | — | S.H. 56 | BRIER CREEK TRIB. | 5620 0061 X | 30ft. RC BEAM | 1925 | 35.595761 | -96.181797 | 32.999 | 22.999 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.2 | Fair (5) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
1873 BRKEY
1525 NBI No.
1525 On Under
1 Structure No.
5620R0061 X Control No.
020 Lane Ind.
Milepoint
00610 Facility Carried
S.H. 56 Feature Intersected
BRIER CREEK TRIB. Division
01 County
111 Location
0.61 E OKFUSKEE C/L Sufficiency
60.2 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
500 ADT Year
2019 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
04 Length
32.999 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
36.74 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
800 Future ADT Year
2039 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01525 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5620 0061 X H Index
98.9773 Latitude
35:35:44.74 Longitude
-96:10:54.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
4 - Tee Beam FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
20-0061 NBI Text
01525 Vault Link
http://plansrv1/bridgemaintvault/b01525 GIS FO/SD
FO H Inv. Method
15.87 Latitude DD
35.595761 Longitude DD
-96.181797 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1873 x
-10706908.665622 y
4245140.32544787 |
|||||||||||||||||||||||||||||||||||||
| 01818 | 3108 2257 X | 1818 | — | S.H. 9 | W BR CARTERSVILLE CREEK | 3108 2257 X | (2) 10ft. X 6ft. X 40ft. LONG RCB | 1927 | 35.26048056 | -94.85239444 | 22.999 | 40 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1872 BRKEY
1818 NBI No.
1818 On Under
1 Structure No.
3108 2257 X Control No.
008 Lane Ind.
Milepoint
22570 Facility Carried
S.H. 9 Feature Intersected
W BR CARTERSVILLE CREEK Division
01 County
061 Location
2.2 W LE FLORE C/L Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1927 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 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
22.999 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
4480 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01818 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 6ft. X 40ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 2257 X H Index
89.2375 Latitude
35:15:37.73 Longitude
-94:51:08.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-2257 NBI Text
01818 Vault Link
http://plansrv1/bridgemaintvault/b01818 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.26048056 Longitude DD
-94.85239444 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1872 x
-10558920.2495835 y
4199335.99588232 |
|||||||||||||||||||||||||||||||||||||
| 01817 | 6912 2091 X | 1817 | — | S.H. 29 | CREEK | 6912 2091 X | 2-10ft. X 8ft. X 74ft. R.C. BOX SK. 15 | 1927 | 34.63819167 | -97.594725 | 22.999 | 0 | — | 2 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1871 BRKEY
1817 NBI No.
1817 On Under
1 Structure No.
6912 2091 X Control No.
012 Lane Ind.
Milepoint
20910 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
07 County
137 Location
2.1 MI W GARVIN C/L Sufficiency
82.2 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
1927 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
15 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
8 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.2 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
01817 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 74ft. R.C. BOX SK. 15 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 2091 X H Index
97.8144 Latitude
34:38:17.49 Longitude
-97:35:41.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
25 NBI Text
01817 Vault Link
http://plansrv1/bridgemaintvault/b01817 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.63819167 Longitude DD
-97.594725 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1871 x
-10864195.0911096 y
4114820.89498795 |
|||||||||||||||||||||||||||||||||||||
| 01816 | 3616R2049 X | 1816 | — | U.S. 177 | CREEK | 3616R2049 X | 2-10ft.X 6ft.X 30ft. R.C.B | 1927 | 36.94831944 | -97.36361389 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 720 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
1870 BRKEY
1816 NBI No.
1816 On Under
1 Structure No.
3616R2049 X Control No.
016 Lane Ind.
Milepoint
20490 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
21.4 MI N JCT US 60 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29.856 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
1927 ADT Total
720 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
500 Future ADT Year
2018 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01816 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 30ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616R2049 X H Index
100 Latitude
36:56:53.95 Longitude
-97:21:49.01 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01816 Vault Link
http://plansrv1/bridgemaintvault/b01816 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.94831944 Longitude DD
-97.36361389 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1870 x
-10838467.9200277 y
4431905.62973541 |
|||||||||||||||||||||||||||||||||||||
| 01815 | 3108 2036 X | 1815 | — | S.H. 9 | CREEK | 3108 2036 X | (2) 10ft. X 4ft. X 40ft. LONG RCB | 1927 | 35.26043889 | -94.89181111 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1869 BRKEY
1815 NBI No.
1815 On Under
1 Structure No.
3108 2036 X Control No.
008 Lane Ind.
Milepoint
20360 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
01 County
061 Location
4.1 E JCT SH-26 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
2800 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
4 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
6 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
100 HS Inv. Rating Method
1 HS Inv. Method
65 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01815 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 4ft. X 40ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 2036 X H Index
97.9375 Latitude
35:15:37.58 Longitude
-94:53:30.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-2036 NBI Text
01815 Vault Link
http://plansrv1/bridgemaintvault/b01815 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
35.26043889 Longitude DD
-94.89181111 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1869 x
-10563308.0932167 y
4199330.3149544 |
|||||||||||||||||||||||||||||||||||||
| 01814 | 5504 1846 X | 1814 | — | U.S. 62 | CREEK | 5504 1846 X | 2-10ft.X 8ft.X 42ft. R.C.BOX W/ 6ft CURTAIN WALLS | 1927 | 35.49264722 | -97.14776389 | 21.001 | 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 | 14 - Other Principal Arterial (Urban) | C | 5200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1868 BRKEY
1814 NBI No.
1814 On Under
1 Structure No.
5504 1846 X Control No.
004 Lane Ind.
Milepoint
18460 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
04 County
109 Location
18.5 MI E OF JCT I-35 Sufficiency
98.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 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
1927 ADT Total
5200 ADT Year
2022 Design Load
NO VALUE GIVEN 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
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 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
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8320 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01814 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 42ft. R.C.BOX W/ 6ft CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1846 X H Index
98.0702 Latitude
35:29:33.53 Longitude
-97:08:51.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01814 Vault Link
http://plansrv1/bridgemaintvault/b01814 GIS FO/SD
Meets Standards H Inv. Method
66 Latitude DD
35.49264722 Longitude DD
-97.14776389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1868 x
-10814439.60794 y
4231033.11334251 |
|||||||||||||||||||||||||||||||||||||
| 01813 | 5210 1381 X | 1813 | — | U.S. 77 / S.H. 15 | CREEK | 5210 1381 X | 2-10ft. X 3ft. X 34ft. R.C. BOX | 1927 | 36.48901667 | -97.28250556 | 21.001 | 36.001 | — | 2 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1867 BRKEY
1813 NBI No.
1813 On Under
1 Structure No.
5210 1381 X Control No.
010 Lane Ind.
Milepoint
13810 Facility Carried
U.S. 77 / S.H. 15 Feature Intersected
CREEK Division
04 County
103 Location
7.3 MI S KAY COUNTY LINE Sufficiency
92.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1927 ADT Total
510 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
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
49.6 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2042 Bypass Detour
3.106856 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
9999 Min Measured Clearance
9999 NBI Rating
01813 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 34ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5210 1381 X H Index
64.5602 Latitude
36:29:20.46 Longitude
-97:16:57.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
01813 Vault Link
http://plansrv1/bridgemaintvault/b01813 GIS FO/SD
Meets Standards H Inv. Method
16.5 Latitude DD
36.48901667 Longitude DD
-97.28250556 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1867 x
-10829438.982033 y
4368119.62793659 |
|||||||||||||||||||||||||||||||||||||
| 01722 | 3204R1027 X | 1722 | — | U.S. 75 | N BRANCH GRAVE CREEK | 3204R1027 X | 40ft. I-BM. SPAN | 1926 | 35.11333333 | -96.24666667 | 43.963 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 28.5 | Poor (4) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1270 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1866 BRKEY
1722 NBI No.
1722 On Under
1 Structure No.
3204R1027 X Control No.
004 Lane Ind.
Milepoint
10270 Facility Carried
U.S. 75 Feature Intersected
N BRANCH GRAVE CREEK Division
03 County
063 Location
1.9 MI N JCT US 270 Sufficiency
28.5 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
1270 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
43.963 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
21.826 HS Inv. Rating Method
2 HS Inv. Method
14.881 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1200 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
01722 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3204R1027 X H Index
100 Latitude
35:06:48 Longitude
-96:14:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75 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
01722 Vault Link
http://plansrv1/bridgemaintvault/b01722 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.11333333 Longitude DD
-96.24666667 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1866 x
-10714129.9242543 y
4179293.37669807 |
|||||||||||||||||||||||||||||||||||||
| 01616 | 6602R0492WX | 1616 | — | S.H. 66 | MOSSEY CREEK | 6602 0492WX | 4-30ft.conc grdr span | 1925 | 36.22152778 | -95.71100556 | 131.89 | 22.966 | — | 4 | 0 | 2 | 20.013 | 1 - Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.9 | 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 | 8650 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
1856 BRKEY
1616 NBI No.
1616 On Under
1 Structure No.
6602R0492WX Control No.
002 Lane Ind.
W Milepoint
04920 Facility Carried
S.H. 66 Feature Intersected
MOSSEY CREEK Division
08 County
131 Location
4.6 MI N JCT I 44 Sufficiency
34.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
8650 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20.013 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25.919 Span Type Main
M Material
1 - Concrete Design
04 Length
131.89 Deck Width
22.966 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
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.083 HS Inv. Rating Method
1 HS Inv. Method
19.842 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13840 Future ADT Year
2028 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01616 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-30ft.conc grdr span Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0492WX H Index
62.2094 Latitude
36:13:17.5 Longitude
-95:42:39.62 I257A
_ I257B
_ I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
4 - Tee Beam FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01616 Vault Link
http://plansrv1/bridgemaintvault/b01616 GIS FO/SD
SD H Inv. Method
31.306 Latitude DD
36.22152778 Longitude DD
-95.71100556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1856 x
-10654500.4022514 y
4331146.22276855 |
|||||||||||||||||||||||||||||||||||||
| 01812 | 5204 1253 X | 1812 | — | U.S. 64 | CREEK | 5204 1253 X | 2-10ft. X 4ft. X 30ft. R.C. BOX | 1927 | 36.28986389 | -97.0666 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1848 BRKEY
1812 NBI No.
1812 On Under
1 Structure No.
5204 1253 X Control No.
004 Lane Ind.
Milepoint
12530 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
103 Location
.1 MI E JCT US 177 Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.56 HS Inv. Rating Method
1 HS Inv. Method
29.73 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01812 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5204 1253 X H Index
99.4842 Latitude
36:17:23.51 Longitude
-97:03:59.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
01812 Vault Link
http://plansrv1/bridgemaintvault/b01812 GIS FO/SD
Meets Standards H Inv. Method
16.52 Latitude DD
36.28986389 Longitude DD
-97.0666 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1848 x
-10805404.4850344 y
4340579.84838334 |
|||||||||||||||||||||||||||||||||||||
| 01811 | 0108 1239 X | 1811 | — | U.S. 62 | LESS CREEK | 0108 1239 X | 2-10'X 6'X 44' R.C. B. | 1927 | 35.98772778 | -94.61135 | 22.966 | 42.001 | — | 2 | 0 | 2 | 30.03 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1847 BRKEY
1811 NBI No.
1811 On Under
1 Structure No.
0108 1239 X Control No.
008 Lane Ind.
Milepoint
12390 Facility Carried
U.S. 62 Feature Intersected
LESS CREEK Division
01 County
001 Location
12.3 MI.E.CHEROKEE CL Sufficiency
91.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.03 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30.03 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
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
2880 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01811 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10'X 6'X 44' R.C. B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0108 1239 X H Index
92.5842 Latitude
35:59:15.82 Longitude
-94:36:40.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
01811 NBI Text
01811 Vault Link
http://plansrv1/bridgemaintvault/b01811 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.98772778 Longitude DD
-94.61135 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1847 x
-10532087.3052642 y
4298932.86486325 |
|||||||||||||||||||||||||||||||||||||
| 01810 | 5510R1009 X | 1810 | — | S.H. 66 | CREEK | 5510 1009 X | 3-8ft.X 7ft.X 22ft. R.C.BOX W/ PARAPET RAILS | 1927 | 35.66226667 | -97.25378056 | 24.659 | 24.659 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1846 BRKEY
1810 NBI No.
1810 On Under
1 Structure No.
5510R1009 X Control No.
010 Lane Ind.
Milepoint
10090 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
109 Location
9.9 MI E OF JCT I-35 Sufficiency
54.7 Kind Hwy
3 Level Service
1 Route No.
00066 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
17 - Collector (Urban) Year Built
1927 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
25.2 Span Type Main
M Material
1 - Concrete Design
19 Length
24.659 Deck Width
24.659 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01810 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 7ft.X 22ft. R.C.BOX W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5510 1009 X H Index
73.8755 Latitude
35:39:44.16 Longitude
-97:15:13.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01810 Vault Link
http://plansrv1/bridgemaintvault/b01810 GIS FO/SD
FO H Inv. Method
16 Latitude DD
35.66226667 Longitude DD
-97.25378056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
1846 x
-10826241.32966 y
4254248.74649686 |
|||||||||||||||||||||||||||||||||||||
| 01809 | 3108 0959 X | 1809 | — | S.H. 9 | CREEK | 3108 0959 X | (2) 10ft. X 5ft. X 63ft. LONG RCB | 1927 | 35.26067222 | -95.07311667 | 22.999 | 62.999 | — | 2 | 0 | 2 | 61.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1845 BRKEY
1809 NBI No.
1809 On Under
1 Structure No.
3108 0959 X Control No.
008 Lane Ind.
Milepoint
09590 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
01 County
061 Location
3.1 E JCT SH-82 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
6100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
61.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
62.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01809 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 63ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0959 X H Index
100 Latitude
35:15:38.42 Longitude
-95:04:23.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0959 NBI Text
01809 Vault Link
http://plansrv1/bridgemaintvault/b01809 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
35.26067222 Longitude DD
-95.07311667 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1845 x
-10583490.9358339 y
4199362.12518908 |
|||||||||||||||||||||||||||||||||||||
| 01808 | 3108 0877 X | 1808 | — | S.H. 9 | LITTLE TALOKA CREEK | 3108 0877 X | 20ft. RIGID FRAME | 1927 | 35.26068056 | -95.08772222 | 22.001 | 42.999 | — | 1 | 0 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1844 BRKEY
1808 NBI No.
1808 On Under
1 Structure No.
3108 0877 X Control No.
008 Lane Ind.
Milepoint
08770 Facility Carried
S.H. 9 Feature Intersected
LITTLE TALOKA CREEK Division
01 County
061 Location
2.3 E JCT SH-82 Sufficiency
72.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
6100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
9760 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01808 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. RIGID FRAME Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0877 X H Index
92.2925 Latitude
35:15:38.45 Longitude
-95:05:15.8 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0877 NBI Text
01808 Vault Link
http://plansrv1/bridgemaintvault/b01808 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.26068056 Longitude DD
-95.08772222 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1844 x
-10585116.8182226 y
4199363.26219568 |
|||||||||||||||||||||||||||||||||||||
| 01807 | 6702 0834 X | 1807 | — | U.S. 270 | CREEK | 6702 0834 X | 2-10ft.X 8ft.X 50ft. RDY R.C.BOX | 1927 | 35.17909722 | -96.58646389 | 22.966 | 43.999 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1843 BRKEY
1807 NBI No.
1807 On Under
1 Structure No.
6702 0834 X Control No.
002 Lane Ind.
Milepoint
08340 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
6.2 MI SE SH 3 Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
6200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
43.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01807 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 50ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0834 X H Index
97.36 Latitude
35:10:44.75 Longitude
-96:35:11.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01807 Vault Link
http://plansrv1/bridgemaintvault/b01807 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
35.17909722 Longitude DD
-96.58646389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1843 x
-10751955.9777577 y
4188246.45490578 |
|||||||||||||||||||||||||||||||||||||
| 01714 | 2710R1862 X | 1714 | — | U.S. 81 | CREEK | 2710 1862 X | 37ft. I-BM. SPAN W/ 32ft. CLR. RDY. & SLOPED-FACE PARAPETS | 1926 | 36.89604167 | -97.67274167 | 37.831 | 35 | — | 1 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 32.3 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 830 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1840 BRKEY
1714 NBI No.
1714 On Under
1 Structure No.
2710R1862 X Control No.
010 Lane Ind.
Milepoint
18620 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
6.7 MI N JCT SH 11 Sufficiency
32.3 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
830 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
239.99 Span Type Main
M Material
3 - Steel Design
02 Length
37.831 Deck Width
35 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
28.2 HS Inv. Rating Method
1 HS Inv. Method
16.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2034 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
182845 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01714 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft. I-BM. SPAN W/ 32ft. CLR. RDY. & SLOPED-FACE PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2710 1862 X H Index
59.7095 Latitude
36:53:45.75 Longitude
-97:40:21.87 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27101862 NBI Text
01714 Vault Link
http://plansrv1/bridgemaintvault/b01714 GIS FO/SD
SD H Inv. Method
11.3 Latitude DD
36.89604167 Longitude DD
-97.67274167 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1840 x
-10872879.8670873 y
4424626.22585721 |
|||||||||||||||||||||||||||||||||||||
| 01713 | 7606 1233 X | 1713 | — | U.S. 64 | CREEK | 7606 1233 X | 3-10X3X69.1ft. RCB | 1926 | 36.79755 | -98.65961944 | 44.948 | 69.1 | — | 3 | 0 | 4 | 47.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 61.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1839 BRKEY
1713 NBI No.
1713 On Under
1 Structure No.
7606 1233 X Control No.
006 Lane Ind.
Milepoint
12330 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
0.5 MI W JCT US-281 Sufficiency
61.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.001 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
1926 ADT Total
7900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
AG Appr. Roadway Width
47.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
69.1 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
37.809 HS Inv. Rating Method
3 HS Inv. Method
29.211 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12640 Future ADT Year
2042 Bypass Detour
1.242742 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
01713 ODOT County
76 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
6.001 Rt. Curb SW
6.001 Description
3-10X3X69.1ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7606 1233 X H Index
64.1524 Latitude
36:47:51.18 Longitude
-98:39:34.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01713 Vault Link
http://plansrv1/bridgemaintvault/b01713 GIS FO/SD
FO H Inv. Method
17.306 Latitude DD
36.79755 Longitude DD
-98.65961944 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1839 x
-10982738.597919 y
4410925.31115506 |
|||||||||||||||||||||||||||||||||||||
| 01712 | 1618 1142 X | 1712 | — | S.H. 7 | CREEK | 1618 1212 X | 3-10ft.X 6ft.X 167ft.R.C.BOX WITH DROP INLET CENTER MEDIAN | 1926 | 34.59394167 | -98.177275 | 32.152 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 8000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1838 BRKEY
1712 NBI No.
1712 On Under
1 Structure No.
1618 1142 X Control No.
018 Lane Ind.
Milepoint
12120 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
031 Location
2.0 MI.W. STEPHENS C/L Sufficiency
69.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 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
1926 ADT Total
8000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
47.845582 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
01712 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 167ft.R.C.BOX WITH DROP INLET CENTER MEDIAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 1212 X H Index
100 Latitude
34:35:38.19 Longitude
-98:10:38.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
060 NBI Text
01712 Vault Link
http://plansrv1/bridgemaintvault/b01712 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.59394167 Longitude DD
-98.177275 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1838 x
-10929044.2604712 y
4108835.4457142 |
|||||||||||||||||||||||||||||||||||||
| 01711 | 1618 1125 X | 1711 | — | S.H. 7 | CREEK | 1618 1195 X | 3-10ft.X 6ft.X 168ft.R.C.BOX | 1926 | 34.59378333 | -98.18038056 | 32.152 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 8000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1837 BRKEY
1711 NBI No.
1711 On Under
1 Structure No.
1618 1125 X Control No.
018 Lane Ind.
Milepoint
11950 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
031 Location
1.9 MI.E. JCT. SH65 Sufficiency
69.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 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
1926 ADT Total
8000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.5 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
47.845582 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
01711 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 168ft.R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 1195 X H Index
100 Latitude
34:35:37.62 Longitude
-98:10:49.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
059 NBI Text
01711 Vault Link
http://plansrv1/bridgemaintvault/b01711 GIS FO/SD
Meets Standards H Inv. Method
22.1 Latitude DD
34.59378333 Longitude DD
-98.18038056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1837 x
-10929389.969829 y
4108814.03367785 |
|||||||||||||||||||||||||||||||||||||
| 02082 | 6404R0537 X | 2082 | — | U.S. 271 | LITTLE CEDAR CREEK | 6404R0537 X | 2-29ft. I-BM. SPANS | 1928 | 34.28666667 | -95.57833333 | 59.055 | 22.999 | — | 2 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.4 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1836 BRKEY
2082 NBI No.
2082 On Under
1 Structure No.
6404R0537 X Control No.
004 Lane Ind.
Milepoint
05370 Facility Carried
U.S. 271 Feature Intersected
LITTLE CEDAR CREEK Division
02 County
127 Location
5.3 MI N JCT SH 3 Sufficiency
39.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
1200 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
59.055 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
21.826 HS Inv. Rating Method
2 HS Inv. Method
21.826 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1200 Future ADT Year
2017 Bypass Detour
123.652866 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
02082 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
2-29ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R0537 X H Index
100 Latitude
34:17:12 Longitude
-95:34:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02082 Vault Link
http://plansrv1/bridgemaintvault/b02082 GIS FO/SD
Meets Standards H Inv. Method
12.897 Latitude DD
34.28666667 Longitude DD
-95.57833333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1836 x
-10639731.3971654 y
4067359.61485299 |
|||||||||||||||||||||||||||||||||||||
| 01986 | 7608 0158 X | 1986 | — | U.S. 64 | CREEK | 7608 0158 X | 3-8X5X24.8ft. RCB | 1928 | 36.79742778 | -98.61956667 | 25.919 | 80.8 | — | 3 | 0 | 2 | 78.8 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1830 BRKEY
1986 NBI No.
1986 On Under
1 Structure No.
7608 0158 X Control No.
008 Lane Ind.
Milepoint
01580 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
1.6 MI E JCT US-281 Sufficiency
88.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
78.8 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
1928 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
78.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
38.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
80.8 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.9 HS Inv. Rating Method
1 HS Inv. Method
31.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 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
01986 ODOT County
76 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
3-8X5X24.8ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7608 0158 X H Index
97.543 Latitude
36:47:50.74 Longitude
-98:37:10.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01986 Vault Link
http://plansrv1/bridgemaintvault/b01986 GIS FO/SD
Meets Standards H Inv. Method
18.9 Latitude DD
36.79742778 Longitude DD
-98.61956667 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1830 x
-10978279.9439577 y
4410908.3204106 |
|||||||||||||||||||||||||||||||||||||
| 01985 | 0108R0153 X | 1985 | — | U.S. 62 | TYNER CREEK O'FLOW | 0108 0153 X | 2-10ft.X 5ft.X 35ft. R.C.BOX | 1928 | 35.96606944 | -94.76993889 | 22.966 | 35 | — | 2 | 0 | 2 | 35 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 95.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 970 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
1829 BRKEY
1985 NBI No.
1985 On Under
1 Structure No.
0108R0153 X Control No.
008 Lane Ind.
Milepoint
01530 Facility Carried
U.S. 62 Feature Intersected
TYNER CREEK O'FLOW Division
01 County
001 Location
1.5 MI.E.CHEROKEE CO Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 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
1928 ADT Total
970 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
35 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
03 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
35 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
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
1552 Future ADT Year
2028 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01985 ODOT County
01 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
1.001 Rt. Curb SW
1.001 Description
2-10ft.X 5ft.X 35ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0108 0153 X H Index
97.36 Latitude
35:57:57.85 Longitude
-94:46:11.78 I257A
_ I257B
_ I257C
_ I257D
0 I257E
0 I263
0 Roadway Name
US-62_ Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
01985 NBI Text
01985 Vault Link
http://plansrv1/bridgemaintvault/b01985 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.96606944 Longitude DD
-94.76993889 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1829 x
-10549741.3397445 y
4295953.58314767 |
|||||||||||||||||||||||||||||||||||||
| 01984 | 1320R0106 X | 1984 | — | S.H. 325 | CREEK | 1320R0106 X | 2-14ft. TIMBER SPANS SK 35 DEG. | 1928 | 36.90666667 | -102.98333333 | 26.903 | 22.598 | — | 2 | 55 | 2 | 21.9 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.7 | Critical (2) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1828 BRKEY
1984 NBI No.
1984 On Under
1 Structure No.
1320R0106 X Control No.
020 Lane Ind.
Milepoint
01060 Facility Carried
S.H. 325 Feature Intersected
CREEK Division
06 County
025 Location
1.0 MI E OKLA S/L Sufficiency
29.7 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
21.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
55 No. Main Spans
2 Road Width
21.9 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
26.903 Deck Width
22.598 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
4 HS Operating Rating Method
2 HS Operating Rating
6.945 HS Inv. Rating Method
2 HS Inv. Method
6.945 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
75 Future ADT Year
2017 Bypass Detour
60.273005 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01984 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
2-14ft. TIMBER SPANS SK 35 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1320R0106 X H Index
100 Latitude
36:54:24 Longitude
-102:59:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 325 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01984 Vault Link
http://plansrv1/bridgemaintvault/b01984 GIS FO/SD
SD H Inv. Method
3.968 Latitude DD
36.90666667 Longitude DD
-102.98333333 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1828 x
-11464052.2264896 y
4426105.29710138 |
|||||||||||||||||||||||||||||||||||||
| 01983 | 4102R0089 X | 1983 | — | U.S. 62 | CREEK | 4102 0089 X | 3-8ft.X6ft.X22ft.RDYRCBOX | 1928 | 35.49251667 | -97.12541667 | 26.903 | 22.001 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 39 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3900 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1827 BRKEY
1983 NBI No.
1983 On Under
1 Structure No.
4102R0089 X Control No.
002 Lane Ind.
Milepoint
00890 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
081 Location
0.9 MI E OK C/L Sufficiency
39 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
3900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.51 HS Inv. Rating Method
1 HS Inv. Method
36.707 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2034 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01983 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
0 Rt. Curb SW
0 Description
3-8ft.X6ft.X22ft.RDYRCBOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4102 0089 X H Index
54.4568 Latitude
35:29:33.06 Longitude
-97:07:31.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01983 Vault Link
http://plansrv1/bridgemaintvault/b01983 GIS FO/SD
SD H Inv. Method
21.605 Latitude DD
35.49251667 Longitude DD
-97.12541667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1827 x
-10811951.9267889 y
4231015.26401112 |
|||||||||||||||||||||||||||||||||||||
| 01982 | 0108 0016 X | 1982 | — | U.S. 62 | PROCTOR CREEK | 0108 0016 X | 2-10'X 4'X 32' R.C.B. | 1928 | 35.96850556 | -94.79440833 | 22.966 | 30 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 960 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1826 BRKEY
1982 NBI No.
1982 On Under
1 Structure No.
0108 0016 X Control No.
008 Lane Ind.
Milepoint
00160 Facility Carried
U.S. 62 Feature Intersected
PROCTOR CREEK Division
01 County
001 Location
0.2 MI.E.CHEROKEE CO Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
960 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
30 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1536 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01982 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10'X 4'X 32' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0108 0016 X H Index
67 Latitude
35:58:06.62 Longitude
-94:47:39.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
01982 NBI Text
01982 Vault Link
http://plansrv1/bridgemaintvault/b01982 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.96850556 Longitude DD
-94.79440833 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1826 x
-10552465.2653452 y
4296288.6505672 |
|||||||||||||||||||||||||||||||||||||
| 01886 | 2706R0544 X | 1886 | — | U.S. 64 | CREEK | 2706 0544 X | 3-22.5ft. CONC. SLAB SPANS W/ PARAPET RAILS | 1931 | 36.66603333 | -98.01076389 | 67.828 | 32.999 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.1 | 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) | C | 1200 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1820 BRKEY
1886 NBI No.
1886 On Under
1 Structure No.
2706R0544 X Control No.
006 Lane Ind.
Milepoint
05440 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
5.5 MI E ALFALFA C/L Sufficiency
52.1 Kind Hwy
2 Level Service
1 Route No.
00064 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
07 - Major Collector (Rural) Year Built
1931 ADT Total
1200 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
67.828 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.092 HS Inv. Rating Method
1 HS Inv. Method
25.133 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2032 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01886 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-22.5ft. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2706 0544 X H Index
80.9869 Latitude
36:39:57.72 Longitude
-98:00:38.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27060544 NBI Text
01886 Vault Link
http://plansrv1/bridgemaintvault/b01886 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.66603333 Longitude DD
-98.01076389 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1820 x
-10910508.3284946 y
4392657.81268401 |
|||||||||||||||||||||||||||||||||||||
| 01885 | 6916R0430 X | 1885 | — | S.H. 53 | S. FORK DEER CREEK | 6916 0430 X | 2-34ft. I-BM. SPANS | 1927 | 34.360028 | -97.893872 | 68.901 | 22.999 | — | 2 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.5 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
1819 BRKEY
1885 NBI No.
1885 On Under
1 Structure No.
6916R0430 X Control No.
016 Lane Ind.
Milepoint
04300 Facility Carried
S.H. 53 Feature Intersected
S. FORK DEER CREEK Division
07 County
137 Location
4.4 MI E JCT US 81 Sufficiency
58.5 Kind Hwy
3 Level Service
1 Route No.
00053 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
1927 ADT Total
790 ADT Year
2018 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
68.901 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.1 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1264 Future ADT Year
2038 Bypass Detour
24.2 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
01885 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 0430 X H Index
90.4655 Latitude
34:21:36.1 Longitude
-97:53:37.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
35 NBI Text
01885 Vault Link
http://plansrv1/bridgemaintvault/b01885 GIS FO/SD
Meets Standards H Inv. Method
15.6 Latitude DD
34.360028 Longitude DD
-97.893872 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1819 x
-10897495.9828219 y
4077248.04870082 |
|||||||||||||||||||||||||||||||||||||
| 02073 | 4108R0930 X | 2073 | — | S.H. 66 | CREEK | 4108R0930 X | 40ft. I-BM. SPAN | 1928 | 35.72333333 | -96.74333333 | 43.963 | 22.3 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.2 | Fair (5) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1809 BRKEY
2073 NBI No.
2073 On Under
1 Structure No.
4108R0930 X Control No.
008 Lane Ind.
Milepoint
09300 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
03 County
081 Location
9.3 MI E JCT SH 18 Sufficiency
48.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2500 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
22.3 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
22.818 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3600 Future ADT Year
2017 Bypass Detour
44.117354 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
02073 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
40ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4108R0930 X H Index
100 Latitude
35:43:24 Longitude
-96:44:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02073 Vault Link
http://plansrv1/bridgemaintvault/b02073 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.72333333 Longitude DD
-96.74333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1809 x
-10769418.6039395 y
4262618.94019268 |
|||||||||||||||||||||||||||||||||||||
| 02072 | 5904 0502 X | 2072 | — | U.S. 64 | CREEK | 5904 0502 X | 3-10ft. X 6ft. X 36ft. R.C. BOX SK. 45 DEG. | 1928 | 36.28884167 | -96.698425 | 46.916 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 880 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1808 BRKEY
2072 NBI No.
2072 On Under
1 Structure No.
5904 0502 X Control No.
004 Lane Ind.
Milepoint
05020 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
117 Location
5.1 MI E JCT SH 18 Sufficiency
88.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
880 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.9 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1408 Future ADT Year
2042 Bypass Detour
36.039529 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
02072 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 36ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5904 0502 X H Index
61.3332 Latitude
36:17:19.83 Longitude
-96:41:54.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02072 Vault Link
http://plansrv1/bridgemaintvault/b02072 GIS FO/SD
Meets Standards H Inv. Method
21.2 Latitude DD
36.28884167 Longitude DD
-96.698425 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1808 x
-10764419.4315116 y
4340438.6726942 |
|||||||||||||||||||||||||||||||||||||
| 02071 | 5904 0428 X | 2071 | — | U.S. 64 | CREEK | 5904 0428 X | 3-10ft. X 7ft. X 33ft. R.C. BOX SK. 45 DEG. WITH HANDRAILS | 1928 | 36.29211389 | -96.71118889 | 46.916 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 880 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1807 BRKEY
2071 NBI No.
2071 On Under
1 Structure No.
5904 0428 X Control No.
004 Lane Ind.
Milepoint
04280 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
117 Location
4.4 MI E JCT SH 18 Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
880 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
1408 Future ADT Year
2042 Bypass Detour
36.039529 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
02071 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 33ft. R.C. BOX SK. 45 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5904 0428 X H Index
67 Latitude
36:17:31.61 Longitude
-96:42:40.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02071 Vault Link
http://plansrv1/bridgemaintvault/b02071 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.29211389 Longitude DD
-96.71118889 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1807 x
-10765840.3012469 y
4340890.59554272 |
|||||||||||||||||||||||||||||||||||||
| 02165 | 1724R0938 X | 2165 | — | S.H. 53 | LITTLE BEAVER CREEK | 1724 0938 X | 37ft.-72ft.-37ft. I-BEAM SPANS | 1928 | 34.36222222 | -98.14888889 | 146.001 | 25.499 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.4 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1793 BRKEY
2165 NBI No.
2165 On Under
1 Structure No.
1724R0938 X Control No.
024 Lane Ind.
Milepoint
09380 Facility Carried
S.H. 53 Feature Intersected
LITTLE BEAVER CREEK Division
07 County
033 Location
9.3 MI E JCT SH 5 Sufficiency
72.4 Kind Hwy
3 Level Service
1 Route No.
00053 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
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
1200 ADT Year
2010 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
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
146.001 Deck Width
25.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.368 HS Inv. Rating Method
1 HS Inv. Method
28.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2030 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
02165 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
37ft.-72ft.-37ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0938 X H Index
87.9405 Latitude
34:21:44 Longitude
-98:08:56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
69 NBI Text
02165 Vault Link
http://plansrv1/bridgemaintvault/b02165 GIS FO/SD
Meets Standards H Inv. Method
17.857 Latitude DD
34.36222222 Longitude DD
-98.14888889 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1793 x
-10925884.3331604 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 02164 | 0534 0782 X | 2164 | — | S.H. 152 | ELK CREEK | 0534 0782 X | 13-34ft. STEEL I-BEAM SPANS | 1928 | 35.29125278 | -99.36696389 | 442.913 | 46.001 | — | 13 | 0 | 2 | 43.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.5 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1792 BRKEY
2164 NBI No.
2164 On Under
1 Structure No.
0534 0782 X Control No.
034 Lane Ind.
Milepoint
07820 Facility Carried
S.H. 152 Feature Intersected
ELK CREEK Division
05 County
009 Location
1.9 MI E JCT S.H. 6 Sufficiency
87.5 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 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
1928 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
13 Road Width
43.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
442.913 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02164 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
0 Rt. Curb SW
0 Description
13-34ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0534 0782 X H Index
93.8097 Latitude
35:17:28.51 Longitude
-99:22:01.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
02164 Vault Link
http://plansrv1/bridgemaintvault/b02164 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.29125278 Longitude DD
-99.36696389 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1792 x
-11061479.8219084 y
4203532.01257159 |
|||||||||||||||||||||||||||||||||||||
| 02161 | 5204 1619 X | 2161 | — | U.S. 64 | LONG BRANCH CREEK | 5204 1619 X | 6-42ft. I-BM. SPANS W/ TR-4 RAILING | 1928 | 36.29651944 | -96.99522778 | 256.89 | 35 | — | 6 | 0 | 2 | 32.831 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1789 BRKEY
2161 NBI No.
2161 On Under
1 Structure No.
5204 1619 X Control No.
004 Lane Ind.
Milepoint
16190 Facility Carried
U.S. 64 Feature Intersected
LONG BRANCH CREEK Division
04 County
103 Location
4.1 MI E JCT US177 Sufficiency
78.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.831 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
1928 ADT Total
3300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
32.831 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
256.89 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
27.961703 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
02161 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-42ft. I-BM. SPANS W/ TR-4 RAILING Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5204 1619 X H Index
88.7986 Latitude
36:17:47.47 Longitude
-96:59:42.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
02161 Vault Link
http://plansrv1/bridgemaintvault/b02161 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.29651944 Longitude DD
-96.99522778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1789 x
-10797459.3658472 y
4341499.07133925 |
|||||||||||||||||||||||||||||||||||||
| 02070 | 6304R0380 X | 2070 | — | S.H. 3E | ROCK CREEK | 6304 0380 X | 40ft. I-BM. SPAN WITH | 1928 | 35.333125 | -96.844842 | 43.963 | 28.871 | — | 1 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.3 | 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 | 5000 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
1788 BRKEY
2070 NBI No.
2070 On Under
1 Structure No.
6304R0380 X Control No.
004 Lane Ind.
Milepoint
03800 Facility Carried
S.H. 3E Feature Intersected
ROCK CREEK Division
03 County
125 Location
3.8 MI E JCT SH 18 Sufficiency
58.3 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.919 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
5000 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
28.871 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.321 HS Inv. Rating Method
1 HS Inv. Method
26.015 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2038 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y20 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02070 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BM. SPAN WITH Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6304 0380 X H Index
86.4912 Latitude
35:19:59.25 Longitude
-96:50:41.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3E Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02070 Vault Link
http://plansrv1/bridgemaintvault/b02070 GIS FO/SD
FO H Inv. Method
18.85 Latitude DD
35.333125 Longitude DD
-96.844842 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1788 x
-10780718.497395 y
4209244.15814615 |
|||||||||||||||||||||||||||||||||||||
| 02069 | 7114 0136 X | 2069 | — | S.H. 5 | LITTLE DEEP RED CREEK | 7114 0136 X | 3-8ft.x6ft.x90ft. RDY. R.C.B., SK. 45 DEG. R.F. @ SOUTH END | 1928 | 34.39206944 | -98.99315833 | 40.026 | 92.001 | — | 3 | 0 | 2 | 90 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1787 BRKEY
2069 NBI No.
2069 On Under
1 Structure No.
7114 0136 X Control No.
014 Lane Ind.
Milepoint
01360 Facility Carried
S.H. 5 Feature Intersected
LITTLE DEEP RED CREEK Division
05 County
141 Location
1.4 MI E JCT U.S. 183 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
90 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
1928 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
90 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
92.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.1 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02069 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
3-8ft.x6ft.x90ft. RDY. R.C.B., SK. 45 DEG. R.F. @ SOUTH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 0136 X H Index
96.04 Latitude
34:23:31.45 Longitude
-98:59:35.37 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
02069 Vault Link
http://plansrv1/bridgemaintvault/b02069 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
34.39206944 Longitude DD
-98.99315833 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1787 x
-11019867.9773135 y
4081569.65603076 |