ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 11936 | 4432 0261 X | 11936 | McClain | S.H. 74 | CREEK | 4432 0261 X | 3-10ft. X 11ft. X 30ft. RD | 1950 | 34.893325 | -97.40626944 | 34.121 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11402 BRKEY
11936 NBI No.
11936 On Under
1 Structure No.
4432 0261 X Control No.
032 Lane Ind.
Milepoint
02610 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
087 Location
1.4 MI. S. JCT. SH59 Sufficiency
75.2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
2300 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
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.56 HS Inv. Rating Method
1 HS Inv. Method
37.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11936 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 11ft. X 30ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4432 0261 X H Index
97.7819 Latitude
34:53:35.97 Longitude
-97:24:22.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11936 Vault Link
http://plansrv1/bridgemaintvault/b11936 GIS FO/SD
FO H Inv. Method
20.85 Latitude DD
34.893325 Longitude DD
-97.40626944 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11402 x
-10843216.3141332 y
4149393.87054297 |
|||||||||||||||||||||||||||||||||||||
| 11935 | 5623 0203 X | 11935 | Okmulgee | S.H. 16 | SNAKE CREEK | 5623 0203 X | (3) 10ft. X 6ft. X 64ft. LONG RCB | 1950 | 35.74055833 | -95.969275 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11401 BRKEY
11935 NBI No.
11935 On Under
1 Structure No.
5623 0203 X Control No.
023 Lane Ind.
Milepoint
02030 Facility Carried
S.H. 16 Feature Intersected
SNAKE CREEK Division
01 County
111 Location
2.03 E JCT US-75 Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.001 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
1950 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.8 HS Inv. Rating Method
1 HS Inv. Method
38.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11935 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
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 64ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5623 0203 X H Index
96.5624 Latitude
35:44:26.01 Longitude
-95:58:09.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0203 NBI Text
11935 Vault Link
http://plansrv1/bridgemaintvault/b11935 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
35.74055833 Longitude DD
-95.969275 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11401 x
-10683250.8247996 y
4264981.07046501 |
|||||||||||||||||||||||||||||||||||||
| 11934 | 3108 0191 X | 11934 | Haskell | S.H. 9 | E BRANCH KING CREEK | 3108 0191 X | (2) 10ft. X 5ft. X 90ft. LONG RCB SK 45° | 1950 | 35.25349722 | -95.20334722 | 32.5 | 63.599 | — | 2 | 45 | 2 | 61.601 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | 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 | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11400 BRKEY
11934 NBI No.
11934 On Under
1 Structure No.
3108 0191 X Control No.
008 Lane Ind.
Milepoint
01910 Facility Carried
S.H. 9 Feature Intersected
E BRANCH KING CREEK Division
01 County
061 Location
1.9 E JCT SH-2 Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
6300 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
61.601 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
32.5 Deck Width
63.599 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
6 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
10080 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
11934 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 90ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0191 X H Index
98.0068 Latitude
35:15:12.59 Longitude
-95:12:12.05 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
5 Local Bridge ID
08-0191 NBI Text
11934 Vault Link
http://plansrv1/bridgemaintvault/b11934 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
35.25349722 Longitude DD
-95.20334722 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11400 x
-10597988.1343456 y
4198383.98838811 |
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| 11933 | 2806 0163 X | 11933 | Greer | S.H. 6 | CREEK | 2806 0163 X | 3-10ft. X 7ft. X 154ft. RDY. R.C.B. SK. 30 DEG. R.F. | 1950 | 34.88015 | -99.37825833 | 37.999 | 99.99 | — | 3 | 30 | 4 | 99.99 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11381 BRKEY
11933 NBI No.
11933 On Under
1 Structure No.
2806 0163 X Control No.
006 Lane Ind.
Milepoint
01630 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
055 Location
1.6 MI N JCT U.S. 283 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
99.99 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
99.99 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.88 HS Inv. Rating Method
1 HS Inv. Method
25.72 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
19.883878 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
11933 ODOT County
28 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 154ft. RDY. R.C.B. SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2806 0163 X H Index
95.38 Latitude
34:52:48.54 Longitude
-99:22:41.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11933 Vault Link
http://plansrv1/bridgemaintvault/b11933 GIS FO/SD
Meets Standards H Inv. Method
15.08 Latitude DD
34.88015 Longitude DD
-99.37825833 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11381 x
-11062737.113218 y
4147605.91200989 |
|||||||||||||||||||||||||||||||||||||
| 11932 | 0216 0125 X | 11932 | Alfalfa | S.H. 11 | CREEK | 0216 0125 X | 3-10X10X32.5ft. RCB | 1950 | 36.89888611 | -98.51785556 | 32.152 | 32.5 | — | 3 | 0 | 2 | 29.8 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11380 BRKEY
11932 NBI No.
11932 On Under
1 Structure No.
0216 0125 X Control No.
016 Lane Ind.
Milepoint
01250 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
1.2 MI.E. WOODS CL Sufficiency
87.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.8 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
1950 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
29.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
32.5 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.8 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
24.854848 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
11932 ODOT County
02 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
3-10X10X32.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0216 0125 X H Index
90.4432 Latitude
36:53:55.99 Longitude
-98:31:04.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11932 Vault Link
http://plansrv1/bridgemaintvault/b11932 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
36.89888611 Longitude DD
-98.51785556 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11380 x
-10966957.5149845 y
4425022.17079189 |
|||||||||||||||||||||||||||||||||||||
| 10683 | 0620 1482 X | 10683 | Blaine | S.H. 51 | ELM CREEK | 0620 1482 X | (12ft.-14ft.-12ft.)X10ft.X36ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1947 | 36.11531667 | -98.40200556 | 41.995 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11282 BRKEY
10683 NBI No.
10683 On Under
1 Structure No.
0620 1482 X Control No.
020 Lane Ind.
Milepoint
14820 Facility Carried
S.H. 51 Feature Intersected
ELM CREEK Division
05 County
011 Location
4.7 MI W S.H. 8 OKEENE Sufficiency
94.5 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
790 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
38.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
41.006 HS Inv. Rating Method
3 HS Inv. Method
31.636 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10683 ODOT County
06 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
(12ft.-14ft.-12ft.)X10ft.X36ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0620 1482 X H Index
91.1093 Latitude
36:06:55.14 Longitude
-98:24:07.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10683 Vault Link
http://plansrv1/bridgemaintvault/b10683 GIS FO/SD
Meets Standards H Inv. Method
17.527 Latitude DD
36.11531667 Longitude DD
-98.40200556 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11282 x
-10954061.1519761 y
4316500.39134064 |
|||||||||||||||||||||||||||||||||||||
| 10682 | 3119R0564 X | 10682 | Haskell | S.H. 82 | OWL CREEK | 3119 0564 X | (12ft. - 14ft. - 12ft.) X 8ft. X 26ft. LONG RCB SK 30° | 1947 | 35.18561389 | -95.10368333 | 46.9 | 23.999 | — | 3 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
11281 BRKEY
10682 NBI No.
10682 On Under
1 Structure No.
3119R0564 X Control No.
019 Lane Ind.
Milepoint
05640 Facility Carried
S.H. 82 Feature Intersected
OWL CREEK Division
01 County
061 Location
5.6 N JCT SH-31 Sufficiency
62.8 Kind Hwy
3 Level Service
1 Route No.
00082 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
1947 ADT Total
900 ADT Year
2016 Design Load
H 20 Skew
30 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
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.9 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47.6 HS Inv. Rating Method
1 HS Inv. Method
28.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2036 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10682 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
(12ft. - 14ft. - 12ft.) X 8ft. X 26ft. LONG RCB SK 30° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3119 0564 X H Index
68.283 Latitude
35:11:08.21 Longitude
-95:06:13.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19-0564 NBI Text
10682 Vault Link
http://plansrv1/bridgemaintvault/b10682 GIS FO/SD
Meets Standards H Inv. Method
16.75 Latitude DD
35.18561389 Longitude DD
-95.10368333 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11281 x
-10586893.6008603 y
4189134.02682343 |
|||||||||||||||||||||||||||||||||||||
| 10681 | 2628R0443 X | 10681 | Grady | S.H. 37 | CREEK | 2628 0443 X | (12ft.-14ft.-12ft.)X 7ft.X 28ft. RC BOX | 1947 | 35.305358 | -97.869353 | 41.001 | 30 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
11280 BRKEY
10681 NBI No.
10681 On Under
1 Structure No.
2628R0443 X Control No.
028 Lane Ind.
Milepoint
04430 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
051 Location
4.5 MI E US81 Sufficiency
71.5 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1947 ADT Total
2600 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.001 Deck Width
30 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
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.8 HS Inv. Rating Method
1 HS Inv. Method
28.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2040 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10681 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 7ft.X 28ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2628 0443 X H Index
100 Latitude
35:18:19.29 Longitude
-97:52:09.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
72-26 NBI Text
10681 Vault Link
http://plansrv1/bridgemaintvault/b10681 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
35.305358 Longitude DD
-97.869353 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11280 x
-10894766.5402271 y
4205455.8953268 |
|||||||||||||||||||||||||||||||||||||
| 10875 | 4504R1576 X | 10875 | McCurtain | U.S. 70 | CREEK | 4504 1576 X | (3) 10ft. X 6ft. X 38ft. LONG RCB | 1948 | 34.04275 | -94.60746389 | 33.999 | 37.999 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Satisfactory (6) | 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 | 4700 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
11271 BRKEY
10875 NBI No.
10875 On Under
1 Structure No.
4504R1576 X Control No.
004 Lane Ind.
Milepoint
15760 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
089 Location
8.3 E JCT US-259 Sufficiency
71.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1948 ADT Total
4700 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.76 HS Inv. Rating Method
1 HS Inv. Method
25.01 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2034 Bypass Detour
72.079058 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
10875 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 6ft. X 38ft. LONG RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 1576 X H Index
100 Latitude
34:02:33.9 Longitude
-94:36:26.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
US-70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23 NBI Text
10875 Vault Link
http://plansrv1/bridgemaintvault/b10875 GIS FO/SD
Meets Standards H Inv. Method
15.65 Latitude DD
34.04275 Longitude DD
-94.60746389 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11271 x
-10531654.7054778 y
4034543.75213129 |
|||||||||||||||||||||||||||||||||||||
| 10874 | 5810 1611 X | 10874 | Ottawa | U.S. 60 | CREEK | 5810 1611 X | 3-10ft.X 4ft.X 38ft. R.C.B | 1948 | 36.80653611 | -94.67604444 | 38.058 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11270 BRKEY
10874 NBI No.
10874 On Under
1 Structure No.
5810 1611 X Control No.
010 Lane Ind.
Milepoint
16110 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
1.9 MI E SH10 Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
6400 ADT Year
2022 Design Load
H 20 Skew
30 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
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
71 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10874 ODOT County
58 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 4ft.X 38ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1611 X H Index
91.1392 Latitude
36:48:23.53 Longitude
-94:40:33.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10874 Vault Link
http://plansrv1/bridgemaintvault/b10874 GIS FO/SD
Meets Standards H Inv. Method
47.1 Latitude DD
36.80653611 Longitude DD
-94.67604444 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11270 x
-10539289.0573821 y
4412174.61387208 |
|||||||||||||||||||||||||||||||||||||
| 10873 | 5810 1515 X | 10873 | Ottawa | U.S. 60 | CREEK | 5810 1515 X | 3-8ft. X 4ft. X 38ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. | 1948 | 36.79876389 | -94.69018611 | 30.84 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11269 BRKEY
10873 NBI No.
10873 On Under
1 Structure No.
5810 1515 X Control No.
010 Lane Ind.
Milepoint
15150 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
0.9 MI E SH10 Sufficiency
85.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
6400 ADT Year
2022 Design Load
H 20 Skew
30 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
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 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
8 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
54 HS Inv. Rating Method
1 HS Inv. Method
32.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10873 ODOT County
58 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. X 4ft. X 38ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1515 X H Index
90.4095 Latitude
36:47:55.55 Longitude
-94:41:24.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10873 Vault Link
http://plansrv1/bridgemaintvault/b10873 GIS FO/SD
Meets Standards H Inv. Method
23.5 Latitude DD
36.79876389 Longitude DD
-94.69018611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11269 x
-10540863.3008855 y
4411094.06483443 |
|||||||||||||||||||||||||||||||||||||
| 10872 | 2520 1266 X | 10872 | Garvin | S.H. 29 | CREEK | 2520 1266 X | 3-10ft. X 12ft. X 36ft. RD | 1948 | 34.647825 | -97.357075 | 39.042 | 33.999 | — | 3 | 30 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11268 BRKEY
10872 NBI No.
10872 On Under
1 Structure No.
2520 1266 X Control No.
020 Lane Ind.
Milepoint
12660 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
12.5 MI E STEPHENS CL Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1948 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.48 HS Inv. Rating Method
1 HS Inv. Method
26.63 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
31.068559 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
10872 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 12ft. X 36ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 1266 X H Index
95.1426 Latitude
34:38:52.17 Longitude
-97:21:25.47 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
5 Local Bridge ID
-1 NBI Text
10872 Vault Link
http://plansrv1/bridgemaintvault/b10872 GIS FO/SD
Meets Standards H Inv. Method
15.68 Latitude DD
34.647825 Longitude DD
-97.357075 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11268 x
-10837740.0141225 y
4116124.36465933 |
|||||||||||||||||||||||||||||||||||||
| 10680 | 2628 0421 X | 10680 | Grady | S.H. 37 | CREEK | 2628 0421 X | (12ft.-14ft.-12ft.)X 8ft.X 28ft. RC BOX | 1947 | 35.30535556 | -97.87317222 | 41.001 | 109 | — | 3 | 0 | 2 | 107 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11261 BRKEY
10680 NBI No.
10680 On Under
1 Structure No.
2628 0421 X Control No.
028 Lane Ind.
Milepoint
04210 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
051 Location
4.3 MI E US81 Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41 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
1947 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
107 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
41 Span Type Main
M Material
1 - Concrete Design
19 Length
41.001 Deck Width
109 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.8 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10680 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 8ft.X 28ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2628 0421 X H Index
99.7927 Latitude
35:18:19.28 Longitude
-97:52:23.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71-26 NBI Text
10680 Vault Link
http://plansrv1/bridgemaintvault/b10680 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
35.30535556 Longitude DD
-97.87317222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11261 x
-10895191.6938528 y
4205455.56249378 |
|||||||||||||||||||||||||||||||||||||
| 10679 | 5820 0286 X | 10679 | Ottawa | S.H. 10 | CREEK | 5820 0286 X | (12ft.-14ft.-12ft.) X 6ft. X 36ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. | 1947 | 36.70834444 | -94.71346944 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.4 | 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) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11260 BRKEY
10679 NBI No.
10679 On Under
1 Structure No.
5820 0286 X Control No.
020 Lane Ind.
Milepoint
02860 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
2.9 MI N DELAWARE CO Sufficiency
87.4 Kind Hwy
3 Level Service
1 Route No.
00010 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
07 - Major Collector (Rural) Year Built
1947 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
30 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
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
48.3 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10679 ODOT County
58 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
(12ft.-14ft.-12ft.) X 6ft. X 36ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0286 X H Index
89.344 Latitude
36:42:30.04 Longitude
-94:42:48.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10679 Vault Link
http://plansrv1/bridgemaintvault/b10679 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
36.70834444 Longitude DD
-94.71346944 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11260 x
-10543455.1893251 y
4398531.35939867 |
|||||||||||||||||||||||||||||||||||||
| 10678 | 1624 0216 X | 10678 | Comanche | S.H. 17 | CREEK | 1624 0216 X | (12ft.-14ft.-12ft.)X 12ft.X 32ft. R.C.BOX WITH HANDRAILS | 1947 | 34.77779722 | -98.25765833 | 41.995 | 34.121 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11259 BRKEY
10678 NBI No.
10678 On Under
1 Structure No.
1624 0216 X Control No.
024 Lane Ind.
Milepoint
02160 Facility Carried
S.H. 17 Feature Intersected
CREEK Division
07 County
031 Location
2.2 MI.E.JCT.US277 Sufficiency
78 Kind Hwy
3 Level Service
1 Route No.
00017 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
1947 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
34.121 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 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
3200 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10678 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X 32ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1624 0216 X H Index
96.8798 Latitude
34:46:40.07 Longitude
-98:15:27.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 17 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
062 NBI Text
10678 Vault Link
http://plansrv1/bridgemaintvault/b10678 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.77779722 Longitude DD
-98.25765833 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11259 x
-10937992.4918351 y
4133725.523939 |
|||||||||||||||||||||||||||||||||||||
| 10572 | 4022R1036SX | 10572 | Le Flore | U.S. 271 | POTEAU RIVER | 4022 1036 X | 210ft.H-TRUSS&5-100ft.PO | 1946 | 35.27432778 | -94.50145556 | 1085.958 | 31.699 | — | 6 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 49.4 | Fair (5) | Critical (2) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11700 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
11207 BRKEY
10572 NBI No.
10572 On Under
1 Structure No.
4022R1036SX Control No.
022 Lane Ind.
S Milepoint
10360 Facility Carried
U.S. 271 Feature Intersected
POTEAU RIVER Division
02 County
079 Location
10.4 MI E JCT US59 Sufficiency
49.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1946 ADT Total
11700 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
1085.958 Deck Width
31.699 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
18720 Future ADT Year
2028 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10572 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft.H-TRUSS&5-100ft.PO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4022 1036 X H Index
72.4035 Latitude
35:16:27.58 Longitude
-94:30:05.24 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
092 NBI Text
10572 Vault Link
http://plansrv1/bridgemaintvault/b10572 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.27432778 Longitude DD
-94.50145556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11207 x
-10519853.9121624 y
4201223.96807221 |
|||||||||||||||||||||||||||||||||||||
| 10571 | 7004R0610 X | 10571 | Texas | U.S. 54 | BEAVER RIVER | 7004R0610 X | 8-100ft. PONY TRUSS SPANS SK57 DEG. 22ft.51ft. | 1946 | 36.73333333 | -101.39833333 | 825.131 | 28.999 | — | 8 | 32 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
11206 BRKEY
10571 NBI No.
10571 On Under
1 Structure No.
7004R0610 X Control No.
004 Lane Ind.
Milepoint
06100 Facility Carried
U.S. 54 Feature Intersected
BEAVER RIVER Division
06 County
139 Location
5.9 MI NE JCT SH 3 Sufficiency
25.9 Kind Hwy
2 Level Service
1 Route No.
00054 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
02 - Principal Arterial Other (Rural) Year Built
1946 ADT Total
6000 ADT Year
1999 Design Load
H 20 Skew
32 No. Main Spans
8 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
10 Length
825.131 Deck Width
28.999 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
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2017 Bypass Detour
29.825817 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
10571 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PONY TRUSS SPANS SK57 DEG. 22ft.51ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7004R0610 X H Index
100 Latitude
36:44:00 Longitude
-101:23:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 54 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10571 Vault Link
http://plansrv1/bridgemaintvault/b10571 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.73333333 Longitude DD
-101.39833333 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11206 x
-11287610.8335822 y
4402001.78793451 |
|||||||||||||||||||||||||||||||||||||
| 10570 | 5408R0398 X | 10570 | Okfuskee | S.H. 27 | N. CANADIAN RIVER | 5408 0398 X | 7-100ft.PONY2-50ft.IBEAM | 1946 | 35.33333333 | -96.3 | 814.961 | 22.999 | — | 7 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 4 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
11205 BRKEY
10570 NBI No.
10570 On Under
1 Structure No.
5408R0398 X Control No.
008 Lane Ind.
Milepoint
03980 Facility Carried
S.H. 27 Feature Intersected
N. CANADIAN RIVER Division
03 County
107 Location
4.2 MI NW HUGHES CO Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00027 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
1946 ADT Total
920 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
7 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
814.961 Deck Width
22.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.03 HS Inv. Rating Method
2 HS Inv. Method
14.22 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1472 Future ADT Year
2026 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10570 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-100ft.PONY2-50ft.IBEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5408 0398 X H Index
50.6927 Latitude
35:20:00 Longitude
-96:18:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10570 Vault Link
http://plansrv1/bridgemaintvault/b10570 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.33333333 Longitude DD
-96.3 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11205 x
-10720066.9633922 y
4209272.58560825 |
|||||||||||||||||||||||||||||||||||||
| 10569 | 2114R0666 X | 10569 | Delaware | S.H. 10 | ELK RIVER | 2114 0666 X | 2(4-100ft. CONT.) I-BM | 1946 | 36.64806111 | -94.70660556 | 803.15 | 35.499 | — | 8 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.9 | Serious (3) | Poor (4) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4100 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
11204 BRKEY
10569 NBI No.
10569 On Under
1 Structure No.
2114R0666 X Control No.
014 Lane Ind.
Milepoint
06660 Facility Carried
S.H. 10 Feature Intersected
ELK RIVER Division
08 County
041 Location
6.5 MI E US59 Sufficiency
16.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1946 ADT Total
4100 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803.15 Deck Width
35.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
53.242 HS Inv. Rating Method
1 HS Inv. Method
31.857 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2032 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10569 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
2(4-100ft. CONT.) I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2114 0666 X H Index
50.012 Latitude
36:38:53.02 Longitude
-94:42:23.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10569 Vault Link
http://plansrv1/bridgemaintvault/b10569 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
36.64806111 Longitude DD
-94.70660556 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11204 x
-10542691.1056986 y
4390163.92095906 |
|||||||||||||||||||||||||||||||||||||
| 10568 | 1116R0040 X | 10568 | Cherokee | S.H. 51 | BARON FORK CREEK | 1116 0040 X | 40ft. I-BM.,100ft. PONY | 1946 | 35.921231 | -94.837211 | 618.11 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 20.6 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
11203 BRKEY
10568 NBI No.
10568 On Under
1 Structure No.
1116R0040 X Control No.
016 Lane Ind.
Milepoint
00400 Facility Carried
S.H. 51 Feature Intersected
BARON FORK CREEK Division
01 County
021 Location
0.4 MI S US62 Sufficiency
20.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1946 ADT Total
3200 ADT Year
2018 Design Load
H 15 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
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
618.11 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 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
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.6 HS Inv. Rating Method
1 HS Inv. Method
21.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2038 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
10568 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
40ft. I-BM.,100ft. PONY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1116 0040 X H Index
52.7067 Latitude
35:55:16.43 Longitude
-94:50:13.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
5 Design Structure
10 - Truss - Thru FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
10568 Vault Link
http://plansrv1/bridgemaintvault/b10568 GIS FO/SD
FOSD H Inv. Method
15.8 Latitude DD
35.921231 Longitude DD
-94.837211 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11203 x
-10557230.0367742 y
4289788.28503986 |
|||||||||||||||||||||||||||||||||||||
| 10660 | 1217 2745 X | 10660 | Choctaw | S.H. 109 | CREEK | 1217 2745 X | (3) 10ft. X 8ft. X 22ft. RCB | 1947 | 33.95343611 | -95.55215278 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11187 BRKEY
10660 NBI No.
10660 On Under
1 Structure No.
1217 2745 X Control No.
017 Lane Ind.
Milepoint
27450 Facility Carried
S.H. 109 Feature Intersected
CREEK Division
02 County
023 Location
27.45 S & E JCT US-70 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00109 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
1947 ADT Total
500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.36 HS Inv. Rating Method
1 HS Inv. Method
27.16 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10660 ODOT County
12 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
(3) 10ft. X 8ft. X 22ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1217 2745 X H Index
100 Latitude
33:57:12.37 Longitude
-95:33:07.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
042 NBI Text
10660 Vault Link
http://plansrv1/bridgemaintvault/b10660 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
33.95343611 Longitude DD
-95.55215278 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11187 x
-10636816.9916707 y
4022551.34573361 |
|||||||||||||||||||||||||||||||||||||
| 10659 | 7306 0801 X | 10659 | Wagoner | U.S. 69 | CREEK | 7306 0801 X | 03-10ft.X 12ft.X 102ft. R.C.BOX | 1947 | 35.92582222 | -95.39519444 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 57.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 13900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11186 BRKEY
10659 NBI No.
10659 On Under
1 Structure No.
7306 0801 X Control No.
006 Lane Ind.
Milepoint
08010 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
145 Location
8.4 MI N MUSKOGEE CO Sufficiency
57.6 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1947 ADT Total
13900 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
62.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.9 HS Inv. Rating Method
1 HS Inv. Method
23.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22240 Future ADT Year
2042 Bypass Detour
18.019764 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
10659 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
03-10ft.X 12ft.X 102ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0801 X H Index
97.2139 Latitude
35:55:32.96 Longitude
-95:23:42.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10659 Vault Link
http://plansrv1/bridgemaintvault/b10659 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.92582222 Longitude DD
-95.39519444 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11186 x
-10619344.4691861 y
4290419.41836818 |
|||||||||||||||||||||||||||||||||||||
| 10658 | 3844R0657 X | 10658 | Kiowa | S.H. 115 | CREEK | 3844 0657 X | 3-10ft. X 6ft. X 24ft. RDY. R.C.B. | 1947 | 34.9954 | -98.726122 | 33.136 | 26.001 | — | 3 | 0 | 2 | 24.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 180 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
11185 BRKEY
10658 NBI No.
10658 On Under
1 Structure No.
3844R0657 X Control No.
044 Lane Ind.
Milepoint
06570 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
05 County
075 Location
6.7 MI N S.H. 19 E Sufficiency
79.3 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1947 ADT Total
180 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 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
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.998 HS Inv. Rating Method
1 HS Inv. Method
30.203 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2040 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10658 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 24ft. RDY. R.C.B. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3844 0657 X H Index
61.9808 Latitude
34:59:43.44 Longitude
-98:43:34.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
10658 Vault Link
http://plansrv1/bridgemaintvault/b10658 GIS FO/SD
Meets Standards H Inv. Method
16.755 Latitude DD
34.9954 Longitude DD
-98.726122 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11185 x
-10990141.6290346 y
4163256.04000824 |
|||||||||||||||||||||||||||||||||||||
| 10657 | 7306 0318 X | 10657 | Wagoner | U.S. 69 | CROOKED CREEK | 7306 0318 X | 3-10ft.X 12ft.X 192ft. R.C.BOX | 1947 | 35.858192 | -95.402403 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11184 BRKEY
10657 NBI No.
10657 On Under
1 Structure No.
7306 0318 X Control No.
006 Lane Ind.
Milepoint
03180 Facility Carried
U.S. 69 Feature Intersected
CROOKED CREEK Division
01 County
145 Location
3.3 MI N MUSKOGEE CO Sufficiency
66.8 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1947 ADT Total
12200 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
9 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.2 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19520 Future ADT Year
2042 Bypass Detour
0 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
10657 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-10ft.X 12ft.X 192ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0318 X H Index
96.3396 Latitude
35:51:29.49 Longitude
-95:24:08.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10657 Vault Link
http://plansrv1/bridgemaintvault/b10657 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
35.858192 Longitude DD
-95.402403 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11184 x
-10620146.9224147 y
4281126.31284572 |
|||||||||||||||||||||||||||||||||||||
| 10566 | 0904R0690 X | 10566 | Canadian | I-40 BUS. | UP R.R. UNDER | 0904 0690 X | 3-40ft.,59ft.,67ft.,2-50ft.,2-40ft.,30ft.,2-40ft. I-BM. SPANS WITH 2-3ft. SIDEWALKS | 1942 | 35.519892 | -97.951447 | 537.073 | 60 | — | 12 | 0 | 4 | 52 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17.4 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 9600 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
11183 BRKEY
10566 NBI No.
10566 On Under
1 Structure No.
0904R0690 X Control No.
004 Lane Ind.
Milepoint
06900 Facility Carried
I-40 BUS. Feature Intersected
UP R.R. UNDER Division
04 County
017 Location
SOUTH EDGE EL-RENO Sufficiency
17.4 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
5 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
52 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1942 ADT Total
9600 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
52 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
11 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
3 - Steel Design
02 Length
537.073 Deck Width
60 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
4 Super Rating
4 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
15360 Future ADT Year
2038 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
2203 Min Measured Clearance
2203 NBI Rating
10566 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
3 Rt. Curb SW
3 Description
3-40ft.,59ft.,67ft.,2-50ft.,2-40ft.,30ft.,2-40ft. I-BM. SPANS WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0904 0690 X H Index
53.0125 Latitude
35:31:11.61 Longitude
-97:57:05.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
10566 Vault Link
http://plansrv1/bridgemaintvault/b10566 GIS FO/SD
FOSD H Inv. Method
17.5 Latitude DD
35.519892 Longitude DD
-97.951447 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
11183 x
-10903905.2025043 y
4234758.76625695 |
|||||||||||||||||||||||||||||||||||||
| 10565 | 4806R0176 X | 10565 | Marshall | S.H. 32 | HAUANI CREEK | 4806 0176 X | 100ft. PONY TRUSS,2-50ft.,4-30ft. I-BM. SPANS | 1935 | 33.983739 | -96.904083 | 349.081 | 28.999 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27.1 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
11182 BRKEY
10565 NBI No.
10565 On Under
1 Structure No.
4806R0176 X Control No.
006 Lane Ind.
Milepoint
01760 Facility Carried
S.H. 32 Feature Intersected
HAUANI CREEK Division
02 County
095 Location
11.4 MI W JCT US 70 Sufficiency
27.1 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
1400 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
349.081 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.25 HS Inv. Rating Method
1 HS Inv. Method
22.928 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2040 Bypass Detour
62.137119 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10565 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS,2-50ft.,4-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4806 0176 X H Index
69.6817 Latitude
33:59:01.46 Longitude
-96:54:14.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09 NBI Text
10565 Vault Link
http://plansrv1/bridgemaintvault/b10565 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
33.983739 Longitude DD
-96.904083 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11182 x
-10787313.1753491 y
4026618.78006062 |
|||||||||||||||||||||||||||||||||||||
| 10564 | 1016R0590 X | 10564 | Carter | S.H. 53 | CADDO CREEK | 1016 0590 X | (3) 40ft. - 50ft. - (3) 40ft. CONCRETE GIRDER SPANS SKEWED 45 ° | 1946 | 34.33258611 | -97.403675 | 291.995 | 27.001 | — | 7 | 45 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 32.8 | 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) | B | 1200 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
11181 BRKEY
10564 NBI No.
10564 On Under
1 Structure No.
1016R0590 X Control No.
016 Lane Ind.
Milepoint
05900 Facility Carried
S.H. 53 Feature Intersected
CADDO CREEK Division
07 County
019 Location
6.0 MI E JCT SH76 Sufficiency
32.8 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
07 - Major Collector (Rural) Year Built
1946 ADT Total
1200 ADT Year
2012 Design Load
H 15 Skew
45 No. Main Spans
7 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
291.995 Deck Width
27.001 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
46.518 HS Inv. Rating Method
2 HS Inv. Method
25.463 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2032 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10564 ODOT County
10 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
1.499 Rt. Curb SW
1.499 Description
(3) 40ft. - 50ft. - (3) 40ft. CONCRETE GIRDER SPANS SKEWED 45 ° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 0590 X H Index
81.6724 Latitude
34:19:57.31 Longitude
-97:24:13.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
10564 Vault Link
http://plansrv1/bridgemaintvault/b10564 GIS FO/SD
SD H Inv. Method
19.621 Latitude DD
34.33258611 Longitude DD
-97.403675 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11181 x
-10842927.5023935 y
4073548.12168316 |
|||||||||||||||||||||||||||||||||||||
| 10563 | 7308 0156EX | 10563 | Wagoner | U.S. 69 | U.P. R.R. UNDER | 7308 0156EX | 62ft. I-BM. & 3-37ft.,3-33ft. CONC. GIRDER SPANS SK. 37 DEG. 46ft. WITH 2-18ft. SAFET | 1946 | 35.979172 | -95.381039 | 274.934 | 31.001 | — | 1 | 53 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11180 BRKEY
10563 NBI No.
10563 On Under
1 Structure No.
7308 0156EX Control No.
008 Lane Ind.
E Milepoint
01560 Facility Carried
U.S. 69 Feature Intersected
U.P. R.R. UNDER Division
01 County
145 Location
1.5 MI N JCT SH-51 Sufficiency
55.2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1946 ADT Total
6000 ADT Year
2022 Design Load
H 20 Skew
53 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
R Underclearance Right
7.83 Underclearance Left
21.91 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
3 - Steel Design
02 Length
274.934 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.4 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.124274 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
2111 Min Measured Clearance
2111 NBI Rating
10563 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
62ft. I-BM. & 3-37ft.,3-33ft. CONC. GIRDER SPANS SK. 37 DEG. 46ft. WITH 2-18ft. SAFET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7308 0156EX H Index
76.2456 Latitude
35:58:45.02 Longitude
-95:22:51.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10563 Vault Link
http://plansrv1/bridgemaintvault/b10563 GIS FO/SD
FO H Inv. Method
17.4 Latitude DD
35.979172 Longitude DD
-95.381039 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11180 x
-10617768.6928134 y
4297755.84969214 |
|||||||||||||||||||||||||||||||||||||
| 10562 | 2018R0810 X | 10562 | Custer | S.H. 33 | DEER CREEK | 2018 0810 X | 100ft. PONY TRUSS & 50ft.,2-40ft. I-BEAM SPANS | 1946 | 35.69825278 | -98.82856389 | 237.415 | 30.801 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 55.1 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 970 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
11179 BRKEY
10562 NBI No.
10562 On Under
1 Structure No.
2018R0810 X Control No.
018 Lane Ind.
Milepoint
08100 Facility Carried
S.H. 33 Feature Intersected
DEER CREEK Division
05 County
039 Location
8.3 MI NE JCT US 183 Sufficiency
55.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1946 ADT Total
970 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
237.415 Deck Width
30.801 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2031 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10562 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
100ft. PONY TRUSS & 50ft.,2-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2018 0810 X H Index
59.6875 Latitude
35:41:53.71 Longitude
-98:49:42.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10562 Vault Link
http://plansrv1/bridgemaintvault/b10562 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.69825278 Longitude DD
-98.82856389 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11179 x
-11001545.4080653 y
4259180.46123179 |
|||||||||||||||||||||||||||||||||||||
| 10561 | 6817R1669 X | 10561 | Sequoyah | S.H. 101 | LITTLE LEE CREEK | 6817R1669 X | 80ft. PONY TRUSS AND 2-70ft. I-BM. SPANS | 1946 | 35.575725 | -94.55610278 | 223.999 | 16.499 | — | 1 | 0 | 1 | 15 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.6 | Poor (4) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
11178 BRKEY
10561 NBI No.
10561 On Under
1 Structure No.
6817R1669 X Control No.
017 Lane Ind.
Milepoint
16690 Facility Carried
S.H. 101 Feature Intersected
LITTLE LEE CREEK Division
01 County
135 Location
2.4W OF SHORT Sufficiency
38.6 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
15 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1946 ADT Total
400 ADT Year
2004 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
15 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
10 Length
223.999 Deck Width
16.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
12.015 HS Inv. Rating Method
1 HS Inv. Method
15.763 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2024 Bypass Detour
35.000001 School Bus Rte.
3 Posted Weight
12NANA Posted Speed Limit
25 Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10561 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS AND 2-70ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6817R1669 X H Index
45.7726 Latitude
35:34:32.61 Longitude
-94:33:21.97 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 101 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
10561 Vault Link
http://plansrv1/bridgemaintvault/b10561 GIS FO/SD
Meets Standards H Inv. Method
9.59 Latitude DD
35.575725 Longitude DD
-94.55610278 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11178 x
-10525937.212866 y
4242397.73775029 |
|||||||||||||||||||||||||||||||||||||
| 10750 | 4306R0469 X | 10750 | Love | S.H. 32 | MUD CREEK | 4306 0469 X | 4(2-60ft. CONT.) I-BM. | 1947 | 33.94132778 | -97.47908333 | 480.971 | 26.001 | — | 8 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.8 | 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 | 510 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
11170 BRKEY
10750 NBI No.
10750 On Under
1 Structure No.
4306R0469 X Control No.
006 Lane Ind.
Milepoint
04690 Facility Carried
S.H. 32 Feature Intersected
MUD CREEK Division
07 County
085 Location
4.8 MI E JEFFERSON C/L Sufficiency
57.8 Kind Hwy
3 Level Service
1 Route No.
00032 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
1947 ADT Total
510 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
480.971 Deck Width
26.001 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.487 HS Inv. Rating Method
1 HS Inv. Method
21.936 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2035 Bypass Detour
39.146385 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
10750 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4(2-60ft. CONT.) I-BM. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 0469 X H Index
78.6603 Latitude
33:56:28.78 Longitude
-97:28:44.7 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
10750 Vault Link
http://plansrv1/bridgemaintvault/b10750 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
33.94132778 Longitude DD
-97.47908333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11170 x
-10851321.9192907 y
4020926.49865259 |
|||||||||||||||||||||||||||||||||||||
| 10748 | 4306R1486 X | 10748 | Love | S.H. 32 | WALNUT BAYOU O'FLOW | 4306 1486 X | (8) 35ft. concrete girder spans | 1947 | 33.94 | -97.30333333 | 280.84 | 26.499 | — | 8 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.9 | Fair (5) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
11168 BRKEY
10748 NBI No.
10748 On Under
1 Structure No.
4306R1486 X Control No.
006 Lane Ind.
Milepoint
14860 Facility Carried
S.H. 32 Feature Intersected
WALNUT BAYOU O'FLOW Division
07 County
085 Location
15.0 MI E C/L Sufficiency
63.9 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
830 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
280.84 Deck Width
26.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 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
39.573 HS Inv. Rating Method
1 HS Inv. Method
22.156 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2026 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10748 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(8) 35ft. concrete girder spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1486 X H Index
92.2283 Latitude
33:56:24 Longitude
-97:18:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
016 NBI Text
10748 Vault Link
http://plansrv1/bridgemaintvault/b10748 GIS FO/SD
Meets Standards H Inv. Method
14.22 Latitude DD
33.94 Longitude DD
-97.30333333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11168 x
-10831757.5187838 y
4020748.33459619 |
|||||||||||||||||||||||||||||||||||||
| 10747 | 4306R0401 X | 10747 | Love | S.H. 32 | MUD CREEK O'FLOW | 4306 0401 X | (8) 35ft. CONCRETE GIRDER SPANS | 1947 | 33.94025556 | -97.49063611 | 280.84 | 26.499 | — | 8 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 36.1 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 510 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
11167 BRKEY
10747 NBI No.
10747 On Under
1 Structure No.
4306R0401 X Control No.
006 Lane Ind.
Milepoint
04010 Facility Carried
S.H. 32 Feature Intersected
MUD CREEK O'FLOW Division
07 County
085 Location
4.1 MI E C/L Sufficiency
36.1 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
510 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
280.84 Deck Width
26.499 Bridge Open Closed
K 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
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
32.9 HS Inv. Rating Method
1 HS Inv. Method
19.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2035 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
233245 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
10747 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(8) 35ft. CONCRETE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 0401 X H Index
84.1491 Latitude
33:56:24.92 Longitude
-97:29:26.29 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
009 NBI Text
10747 Vault Link
http://plansrv1/bridgemaintvault/b10747 GIS FO/SD
SD H Inv. Method
15 Latitude DD
33.94025556 Longitude DD
-97.49063611 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11167 x
-10852607.9688775 y
4020782.62590915 |
|||||||||||||||||||||||||||||||||||||
| 10746 | 4306R0385 X | 10746 | Love | S.H. 32 | MUD CREEK O'FLOW | 4306 0385 X | (8) 35ft. CONCRETE GIRDER SPANS | 1947 | 33.94026111 | -97.49338056 | 280.84 | 26.499 | — | 8 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.3 | 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 | 510 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
11166 BRKEY
10746 NBI No.
10746 On Under
1 Structure No.
4306R0385 X Control No.
006 Lane Ind.
Milepoint
03850 Facility Carried
S.H. 32 Feature Intersected
MUD CREEK O'FLOW Division
07 County
085 Location
3.9 MI E C/L Sufficiency
49.3 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
510 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
280.84 Deck Width
26.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.273 HS Inv. Rating Method
2 HS Inv. Method
28.55 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
816 Future ADT Year
2035 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10746 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(8) 35ft. CONCRETE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 0385 X H Index
80.3108 Latitude
33:56:24.94 Longitude
-97:29:36.17 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
008 NBI Text
10746 Vault Link
http://plansrv1/bridgemaintvault/b10746 GIS FO/SD
SD H Inv. Method
18.298 Latitude DD
33.94026111 Longitude DD
-97.49338056 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11166 x
-10852913.479654 y
4020783.37061521 |
|||||||||||||||||||||||||||||||||||||
| 10656 | 1624 0134 X | 10656 | Comanche | S.H. 17 | CREEK | 1624 0134 X | 3-10ft.X 11ft.X 32ft. R.C.BOX WITH HANDRAILS | 1947 | 34.78257222 | -98.27044167 | 33.136 | 34.121 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11165 BRKEY
10656 NBI No.
10656 On Under
1 Structure No.
1624 0134 X Control No.
024 Lane Ind.
Milepoint
01340 Facility Carried
S.H. 17 Feature Intersected
CREEK Division
07 County
031 Location
1.3 MI.E.JCT.US277 Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00017 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
1947 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
34.121 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
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10656 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 11ft.X 32ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1624 0134 X H Index
99.9816 Latitude
34:46:57.26 Longitude
-98:16:13.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 17 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
061 NBI Text
10656 Vault Link
http://plansrv1/bridgemaintvault/b10656 GIS FO/SD
Meets Standards H Inv. Method
16.5 Latitude DD
34.78257222 Longitude DD
-98.27044167 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11165 x
-10939415.5267345 y
4134372.69361113 |
|||||||||||||||||||||||||||||||||||||
| 10655 | 3844 0030 X | 10655 | Kiowa | S.H. 115 | CREEK | 3844 0030 X | 3-10ft. X 8ft. X 24ft. RDY R.C.B. W/ HANDRAILS | 1947 | 34.91795278 | -98.70806944 | 34.121 | 26.001 | — | 3 | 0 | 2 | 24.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.4 | 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) | B | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11164 BRKEY
10655 NBI No.
10655 On Under
1 Structure No.
3844 0030 X Control No.
044 Lane Ind.
Milepoint
00300 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
05 County
075 Location
0.3 MI N S.H. 19 E Sufficiency
81.4 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1947 ADT Total
180 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 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
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.344 HS Inv. Rating Method
1 HS Inv. Method
32.628 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2042 Bypass Detour
29.204446 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
10655 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 24ft. RDY R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3844 0030 X H Index
62.1493 Latitude
34:55:04.63 Longitude
-98:42:29.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
10655 Vault Link
http://plansrv1/bridgemaintvault/b10655 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.91795278 Longitude DD
-98.70806944 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11164 x
-10988132.0272479 y
4152736.83701495 |
|||||||||||||||||||||||||||||||||||||
| 10560 | 2712R0691 X | 10560 | Grant | S.H. 11 | CROOKED CREEK | 2712 0691 X | 100ft. TRUSS & 2-60ft. I | 1946 | 36.81103056 | -97.98430278 | 225.066 | 28.999 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27.1 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
11159 BRKEY
10560 NBI No.
10560 On Under
1 Structure No.
2712R0691 X Control No.
012 Lane Ind.
Milepoint
06910 Facility Carried
S.H. 11 Feature Intersected
CROOKED CREEK Division
04 County
053 Location
7 MI E ALFALFA C/L Sufficiency
27.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1946 ADT Total
1100 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
225.066 Deck Width
28.999 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
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.8 HS Inv. Rating Method
1 HS Inv. Method
23.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2034 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10560 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
100ft. TRUSS & 2-60ft. I Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2712 0691 X H Index
73.0392 Latitude
36:48:39.71 Longitude
-97:59:03.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10560 Vault Link
http://plansrv1/bridgemaintvault/b10560 GIS FO/SD
SD H Inv. Method
15.6 Latitude DD
36.81103056 Longitude DD
-97.98430278 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11159 x
-10907562.6912035 y
4412799.51417423 |
|||||||||||||||||||||||||||||||||||||
| 10559 | 2712R0600 X | 10559 | Grant | S.H. 11 | SAND CREEK | 2712 0600 X | 60ft., (4)- 40ft. I-BM. SPANS W/26ft. CLY RDWY & BC TYPE RAILS | 1946 | 36.81118889 | -98.00083611 | 221.329 | 31.001 | — | 5 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, temporary shoring (E) | 49.9 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
11158 BRKEY
10559 NBI No.
10559 On Under
1 Structure No.
2712R0600 X Control No.
012 Lane Ind.
Milepoint
06000 Facility Carried
S.H. 11 Feature Intersected
SAND CREEK Division
04 County
053 Location
6.1 E ALFALFA C/L Sufficiency
49.9 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1946 ADT Total
1100 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
221.329 Deck Width
31.001 Bridge Open Closed
E TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2032 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
10559 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.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft., (4)- 40ft. I-BM. SPANS W/26ft. CLY RDWY & BC TYPE RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2712 0600 X H Index
0.0021 Latitude
36:48:40.28 Longitude
-98:00:03.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27120600 NBI Text
10559 Vault Link
http://plansrv1/bridgemaintvault/b10559 GIS FO/SD
SD H Inv. Method
22 Latitude DD
36.81118889 Longitude DD
-98.00083611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11158 x
-10909403.1730803 y
4412821.5287636 |
|||||||||||||||||||||||||||||||||||||
| 10558 | 6817R1865 X | 10558 | Sequoyah | S.H. 101 | BIG LEE CREEK | 6817 1865 X | 210ft. HIGH TRUSS SPAN | 1946 | 35.56593611 | -94.531875 | 213.999 | 19.501 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.1 | 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 | 400 | 2009 | 5 | Bridge #121 Matched |
|
Raw data
OBJECTID
11157 BRKEY
10558 NBI No.
10558 On Under
1 Structure No.
6817R1865 X Control No.
017 Lane Ind.
Milepoint
18650 Facility Carried
S.H. 101 Feature Intersected
BIG LEE CREEK Division
01 County
135 Location
18.65 NE JCT SH101/US59 Sufficiency
43.1 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1946 ADT Total
400 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
10 Length
213.999 Deck Width
19.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 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
3 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
-1 HS Inv. Rating Method
1 HS Inv. Method
16.865 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2029 Bypass Detour
35.000001 School Bus Rte.
3 Posted Weight
nr Posted Speed Limit
N Narrow or 1 Lane
Y2 Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1500 Min Measured Clearance
1500 NBI Rating
10558 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HIGH TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6817 1865 X H Index
65.6934 Latitude
35:33:57.37 Longitude
-94:31:54.75 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
10558 Vault Link
http://plansrv1/bridgemaintvault/b10558 GIS FO/SD
Meets Standards H Inv. Method
11.354 Latitude DD
35.56593611 Longitude DD
-94.531875 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11157 x
-10523240.1887334 y
4241058.05462962 |
|||||||||||||||||||||||||||||||||||||
| 10557 | 1244R1329 X | 10557 | Choctaw | U.S. 70 | GATES CREEK | 1244 1329 X | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1946 | 34.01760278 | -95.25983333 | 209.974 | 32.999 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.4 | Satisfactory (6) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
11156 BRKEY
10557 NBI No.
10557 On Under
1 Structure No.
1244R1329 X Control No.
044 Lane Ind.
Milepoint
13290 Facility Carried
U.S. 70 Feature Intersected
GATES CREEK Division
02 County
023 Location
1.1 MI. E. OF SH109 Sufficiency
62.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1946 ADT Total
4500 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
32.999 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
5 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.399 HS Inv. Rating Method
1 HS Inv. Method
28.44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2026 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10557 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
64ft.-80ft.-64ft. CONT. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1244 1329 X H Index
91.8405 Latitude
34:01:03.37 Longitude
-95:15:35.4 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
067 NBI Text
10557 Vault Link
http://plansrv1/bridgemaintvault/b10557 GIS FO/SD
Meets Standards H Inv. Method
21.716 Latitude DD
34.01760278 Longitude DD
-95.25983333 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
11156 x
-10604276.1393477 y
4031165.89438817 |
|||||||||||||||||||||||||||||||||||||
| 10556 | 3016R0193 X | 10556 | Harper | U.S. 283 | SPRING CREEK | 3016 0193 X | 6-36ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1946 | 36.65022222 | -99.89132222 | 216.864 | 26.903 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 38 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
11155 BRKEY
10556 NBI No.
10556 On Under
1 Structure No.
3016R0193 X Control No.
016 Lane Ind.
Milepoint
01930 Facility Carried
U.S. 283 Feature Intersected
SPRING CREEK Division
06 County
059 Location
2 MI N JCT US 270 Sufficiency
38 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1946 ADT Total
1900 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
6 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
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
216.864 Deck Width
26.903 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2027 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
10556 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-36ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3016 0193 X H Index
68.8295 Latitude
36:39:00.8 Longitude
-99:53:28.76 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10556 Vault Link
http://plansrv1/bridgemaintvault/b10556 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.65022222 Longitude DD
-99.89132222 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11155 x
-11119851.1241972 y
4390463.7737864 |
|||||||||||||||||||||||||||||||||||||
| 10555 | 6810 0878 X | 10555 | Sequoyah | U.S. 64 | BIG SKIN BAYOU | 6810 0878 X | 55ft. - 80ft. - 55ft. CONTINUOUS I-BEAM | 1946 | 35.39814722 | -94.65800833 | 192.001 | 30.2 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.2 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11154 BRKEY
10555 NBI No.
10555 On Under
1 Structure No.
6810 0878 X Control No.
010 Lane Ind.
Milepoint
08780 Facility Carried
U.S. 64 Feature Intersected
BIG SKIN BAYOU Division
01 County
135 Location
3.4 W JCT US-64B Sufficiency
81.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1946 ADT Total
3900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
192.001 Deck Width
30.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
73.6 HS Inv. Rating Method
1 HS Inv. Method
44.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
5 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
10555 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
55ft. - 80ft. - 55ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 0878 X H Index
97.6943 Latitude
35:23:53.33 Longitude
-94:39:28.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0878 NBI Text
10555 Vault Link
http://plansrv1/bridgemaintvault/b10555 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
35.39814722 Longitude DD
-94.65800833 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11154 x
-10537281.286801 y
4218120.26162649 |
|||||||||||||||||||||||||||||||||||||
| 10745 | 6744R0850 X | 10745 | Seminole | S.H. 9A | SALT CREEK | 6744 0850 X | 150ft. HI. TRUSS & 4-30ft. I- BM. SPANS | 1947 | 35.08347222 | -96.75868333 | 274.501 | 23.501 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 23.9 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 810 | 2008 | 2 | Unmatched |
|
Raw data
OBJECTID
11147 BRKEY
10745 NBI No.
10745 On Under
1 Structure No.
6744R0850 X Control No.
044 Lane Ind.
Milepoint
08500 Facility Carried
S.H. 9A Feature Intersected
SALT CREEK Division
03 County
133 Location
3.4 MI S JCT SH 59 Sufficiency
23.9 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1947 ADT Total
810 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
274.501 Deck Width
23.501 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
14.991 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2028 Bypass Detour
12 School Bus Rte.
3 Posted Weight
15NANA Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1909 Max Measured Clearance
1909 Min Measured Clearance
1909 NBI Rating
10745 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
150ft. HI. TRUSS & 4-30ft. I- BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6744 0850 X H Index
66.819 Latitude
35:05:00.5 Longitude
-96:45:31.26 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
_SH-9A Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
10745 Vault Link
http://plansrv1/bridgemaintvault/b10745 GIS FO/SD
SD H Inv. Method
14.991 Latitude DD
35.08347222 Longitude DD
-96.75868333 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11147 x
-10771127.3581232 y
4175230.47911406 |
|||||||||||||||||||||||||||||||||||||
| 10744 | 0230R0123 X | 10744 | Alfalfa | S.H. 58 | MEDICINE CREEK O'FLOW | 0230 0123 X | 4-30ft.,4-36ft. I-BM. SPANS | 1947 | 36.898775 | -98.33736111 | 266.076 | 27.799 | — | 8 | 0 | 2 | 24.101 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29 | 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) | B | 1500 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
11146 BRKEY
10744 NBI No.
10744 On Under
1 Structure No.
0230R0123 X Control No.
030 Lane Ind.
Milepoint
01230 Facility Carried
S.H. 58 Feature Intersected
MEDICINE CREEK O'FLOW Division
06 County
003 Location
1.1 MI.E.OF JCT.SH8 Sufficiency
29 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
24.101 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
1947 ADT Total
1500 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
24.101 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.005 Span Type Main
M Material
3 - Steel Design
02 Length
266.076 Deck Width
27.799 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
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
37.368 HS Inv. Rating Method
2 HS Inv. Method
22.377 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2034 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
10744 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
4-30ft.,4-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0230 0123 X H Index
67.3956 Latitude
36:53:55.59 Longitude
-98:20:14.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10744 Vault Link
http://plansrv1/bridgemaintvault/b10744 GIS FO/SD
SD H Inv. Method
14.22 Latitude DD
36.898775 Longitude DD
-98.33736111 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11146 x
-10946864.9647195 y
4425006.70404641 |
|||||||||||||||||||||||||||||||||||||
| 10742 | 2628R0050 X | 10742 | Grady | S.H. 37 | BUGGY CREEK | 2628 0050 X | 2-45ft.,50ft.,2-45ft. CONC GIRDER SPANS | 1947 | 35.31024722 | -97.93563889 | 231.001 | 27.5 | — | 5 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.5 | Fair (5) | Serious (3) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
11144 BRKEY
10742 NBI No.
10742 On Under
1 Structure No.
2628R0050 X Control No.
028 Lane Ind.
Milepoint
00500 Facility Carried
S.H. 37 Feature Intersected
BUGGY CREEK Division
07 County
051 Location
0.6 MI E US81 Sufficiency
38.5 Kind Hwy
3 Level Service
1 Route No.
00037 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
1947 ADT Total
2200 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
5 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
32.001 Span Type Main
M Material
1 - Concrete Design
02 Length
231.001 Deck Width
27.5 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
3 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.431 HS Inv. Rating Method
1 HS Inv. Method
23.81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2031 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
10742 ODOT County
26 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
2-45ft.,50ft.,2-45ft. CONC GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2628 0050 X H Index
77.6197 Latitude
35:18:36.89 Longitude
-97:56:08.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
70-26 NBI Text
10742 Vault Link
http://plansrv1/bridgemaintvault/b10742 GIS FO/SD
SD H Inv. Method
18.078 Latitude DD
35.31024722 Longitude DD
-97.93563889 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11144 x
-10902145.4517487 y
4206122.83920591 |
|||||||||||||||||||||||||||||||||||||
| 10740 | 4306R2013 X | 10740 | Love | S.H. 32 | ROCK CREEK | 4306 2013 X | 100ft. DECK TRUSS & 2-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1947 | 33.94022778 | -97.21063056 | 182.087 | 28.999 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Deck (09) | M | Concrete cast-in-place (1) | Posted for load (P) | 28.9 | Poor (4) | 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 | 1800 | 2007 | 5 | Bridge #8 Matched |
|
Raw data
OBJECTID
11142 BRKEY
10740 NBI No.
10740 On Under
1 Structure No.
4306R2013 X Control No.
006 Lane Ind.
Milepoint
20130 Facility Carried
S.H. 32 Feature Intersected
ROCK CREEK Division
07 County
085 Location
4.6 MI W JCT US 77 Sufficiency
28.9 Kind Hwy
3 Level Service
1 Route No.
00032 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
1947 ADT Total
1800 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
09 Length
182.087 Deck Width
28.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
2 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
22.818 HS Inv. Rating Method
1 HS Inv. Method
15.212 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2027 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
162238 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
10740 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
100ft. DECK TRUSS & 2-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 2013 X H Index
59.9791 Latitude
33:56:24.82 Longitude
-97:12:38.27 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
4 Design Structure
9 - Truss - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
10740 Vault Link
http://plansrv1/bridgemaintvault/b10740 GIS FO/SD
Meets Standards H Inv. Method
10.031 Latitude DD
33.94022778 Longitude DD
-97.21063056 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11142 x
-10821437.8936322 y
4020778.89835418 |
|||||||||||||||||||||||||||||||||||||
| 10552 | 5563R1293 X | 10552 | Oklahoma | S.H. 74 | DEER CREEK | 5563 1293 X | 54ft.-68ft.-54ft. CONT. I-BM SPANS W/ RETRO-FIT RAILS | 1946 | 35.68833333 | -97.585 | 178.999 | 32.999 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6200 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
11133 BRKEY
10552 NBI No.
10552 On Under
1 Structure No.
5563R1293 X Control No.
063 Lane Ind.
Milepoint
12930 Facility Carried
S.H. 74 Feature Intersected
DEER CREEK Division
04 County
109 Location
12.9 MI N JCT SH3A Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1946 ADT Total
6200 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 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
4 - Steel Continuous Design
02 Length
178.999 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
2 Super Rating
2 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
2 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
27.999 HS Inv. Rating Method
1 HS Inv. Method
16.535 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2026 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
10552 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-68ft.-54ft. CONT. I-BM SPANS W/ RETRO-FIT RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5563 1293 X H Index
51.9022 Latitude
35:41:18 Longitude
-97:35:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10552 Vault Link
http://plansrv1/bridgemaintvault/b10552 GIS FO/SD
SD H Inv. Method
18.078 Latitude DD
35.68833333 Longitude DD
-97.585 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11133 x
-10863112.5090616 y
4257820.82860469 |
|||||||||||||||||||||||||||||||||||||
| 10550 | 1016R1201 X | 10550 | Carter | S.H. 53 | HICKORY CREEK | 1016 1201 X | 50ft. - 60ft. - 50ft. I-BEAM SPANS | 1946 | 34.332667 | -97.296617 | 161.089 | 28 | — | 3 | 0 | 2 | 23 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.7 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
11131 BRKEY
10550 NBI No.
10550 On Under
1 Structure No.
1016R1201 X Control No.
016 Lane Ind.
Milepoint
12010 Facility Carried
S.H. 53 Feature Intersected
HICKORY CREEK Division
07 County
019 Location
12.0 MI E JCT SH76 Sufficiency
35.7 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23 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
1946 ADT Total
1400 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
28 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
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2038 Bypass Detour
41.010498 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
10550 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.42 Rt. Curb SW
2.42 Description
50ft. - 60ft. - 50ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 1201 X H Index
66.4178 Latitude
34:19:57.6 Longitude
-97:17:47.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
10550 Vault Link
http://plansrv1/bridgemaintvault/b10550 GIS FO/SD
FOSD H Inv. Method
24 Latitude DD
34.332667 Longitude DD
-97.296617 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11131 x
-10831009.8603482 y
4073559.02611706 |
|||||||||||||||||||||||||||||||||||||
| 10549 | 1016R1565 X | 10549 | Carter | S.H. 53 | HENRY HOUSE CREEK | 1016 1565 X | 40ft. - 60ft. - 50ft. I-BEAM SPANS | 1946 | 34.33268889 | -97.23295833 | 150.919 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.5 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11130 BRKEY
10549 NBI No.
10549 On Under
1 Structure No.
1016R1565 X Control No.
016 Lane Ind.
Milepoint
15650 Facility Carried
S.H. 53 Feature Intersected
HENRY HOUSE CREEK Division
07 County
019 Location
15.5 MI E JCT SH76 Sufficiency
61.5 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
07 - Major Collector (Rural) Year Built
1946 ADT Total
1500 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
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
28.999 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
7 Chan. Rating
7 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
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
41.010498 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
10549 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. - 60ft. - 50ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 1565 X H Index
68.6165 Latitude
34:19:57.68 Longitude
-97:13:58.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
048 NBI Text
10549 Vault Link
http://plansrv1/bridgemaintvault/b10549 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.33268889 Longitude DD
-97.23295833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11130 x
-10823923.4096192 y
4073561.97701586 |
|||||||||||||||||||||||||||||||||||||
| 10739 | 4040 1312 X | 10739 | Le Flore | S.H. 63 | SYCAMORE CREEK | 4040 1312 X | 62ft.-61ft.-62ft. I-BEAM | 1947 | 34.695325 | -94.83207778 | 186.5 | 42.2 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11123 BRKEY
10739 NBI No.
10739 On Under
1 Structure No.
4040 1312 X Control No.
040 Lane Ind.
Milepoint
13120 Facility Carried
S.H. 63 Feature Intersected
SYCAMORE CREEK Division
02 County
079 Location
11.84 W JCT US-259 Sufficiency
97.2 Kind Hwy
3 Level Service
1 Route No.
00063 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
07 - Major Collector (Rural) Year Built
1947 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
186.5 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
81.8 HS Inv. Rating Method
3 HS Inv. Method
63.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10739 ODOT County
40 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
62ft.-61ft.-62ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1312 X H Index
90.1524 Latitude
34:41:43.17 Longitude
-94:49:55.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
127 NBI Text
10739 Vault Link
http://plansrv1/bridgemaintvault/b10739 GIS FO/SD
Meets Standards H Inv. Method
63 Latitude DD
34.695325 Longitude DD
-94.83207778 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11123 x
-10556658.6093377 y
4122553.72579597 |