ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 21335 | 5515 0534EX | 21335 | Oklahoma | I-35 NB | SLWC R.R. UNDER | 5515 0534EX | 75ft.-100ft.-75ft. P.C. BM SPANS SK. 62 DEG.44ft. 56.13in. | 1986 | 35.454106 | -97.489164 | 250 | 70 | — | 3 | 28 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 67950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21424 BRKEY
21335 NBI No.
21335 On Under
1 Structure No.
5515 0534EX Control No.
015 Lane Ind.
E Milepoint
05340 Facility Carried
I-35 NB Feature Intersected
SLWC R.R. UNDER Division
04 County
109 Location
5.4 MI N CLEVELAND CO Sufficiency
86.4 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1986 ADT Total
67950 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
67.999 Ref. Underclearance Rt.
R Underclearance Right
19.1 Underclearance Left
20 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
70 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
108720 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2301 Max Measured Clearance
2306 Min Measured Clearance
2306 NBI Rating
21335 ODOT County
55 Nav. Control
N 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
75ft.-100ft.-75ft. P.C. BM SPANS SK. 62 DEG.44ft. 56.13in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0534EX H Index
95.95 Latitude
35:27:14.78 Longitude
-97:29:20.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21335 Vault Link
http://plansrv1/bridgemaintvault/b21335 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.454106 Longitude DD
-97.489164 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21424 x
-10852444.0943419 y
4225764.85844952 |
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| 21328 | 7421 1593WX | 21328 | Washington | U.S. 75 SB | CANEY RI O'FL-CO RD UND | 7421 1593WX | 4-45ft. DOUBLE TEE SPA | 1986 | 36.65535 | -95.93561667 | 180.118 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21399 BRKEY
21328 NBI No.
21328 On Under
1 Structure No.
7421 1593WX Control No.
021 Lane Ind.
W Milepoint
15930 Facility Carried
U.S. 75 SB Feature Intersected
CANEY RI O'FL-CO RD UND Division
08 County
147 Location
5.5 MI S JCT US 60 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
40 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
1986 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
180.118 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1610 Min Measured Clearance
1609 NBI Rating
21328 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-45ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1593WX H Index
99.4461 Latitude
36:39:19.26 Longitude
-95:56:08.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21328 Vault Link
http://plansrv1/bridgemaintvault/b21328 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
36.65535 Longitude DD
-95.93561667 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21399 x
-10679503.9966431 y
4391175.28412257 |
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| 21132 | 2308 0000 X | 21132 | Ellis | U.S. 283 (PACKSADL | S. CANADIAN RIVER | 2308 0000 X | 89(13-3X94C)89 PCBM | 1985 | 35.86048611 | -99.72924722 | 3844 | 34 | — | 41 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.5 | 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) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21387 BRKEY
21132 NBI No.
21132 On Under
1 Structure No.
2308 0000 X Control No.
008 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 283 (PACKSADL Feature Intersected
S. CANADIAN RIVER Division
06 County
045 Location
ELLIS-ROGERS MILLS CO LI Sufficiency
79.5 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1985 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
41 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
3844 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
69.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21132 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
89(13-3X94C)89 PCBM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2308 0000 X H Index
98.1943 Latitude
35:51:37.75 Longitude
-99:43:45.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283(PACKSADDL Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12 NBI Text
21132 Vault Link
http://plansrv1/bridgemaintvault/b21132 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.86048611 Longitude DD
-99.72924722 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21387 x
-11101809.0177269 y
4281441.41775417 |
|||||||||||||||||||||||||||||||||||||
| 21327 | 2402 0215SX | 21327 | Garfield | U.S. 60 / U.S. 412 | CREEK | 2402 0215SX | 3-60ft. PRESTRESSED CONC BM SPANS | 1986 | 36.39083333 | -98.06583333 | 180 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21380 BRKEY
21327 NBI No.
21327 On Under
1 Structure No.
2402 0215SX Control No.
002 Lane Ind.
S Milepoint
02150 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
2.1 MI E MAJOR C/L Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 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
1986 ADT Total
3750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
21327 ODOT County
24 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
3-60ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 0215SX H Index
96.6808 Latitude
36:23:27 Longitude
-98:03:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 & 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21327 Vault Link
http://plansrv1/bridgemaintvault/b21327 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.39083333 Longitude DD
-98.06583333 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21380 x
-10916638.6305136 y
4354533.55876346 |
|||||||||||||||||||||||||||||||||||||
| 21323 | 7510 1255 X | 21323 | Washita | S.H. 152 | GYPSUM CREEK | 7510 1255 X | 3-55ft. P/S CONC. BEAM SPANS, SK. 15 DEG. R.F. | 1986 | 35.29095 | -98.76663056 | 166.01 | 42.001 | — | 3 | 15 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21376 BRKEY
21323 NBI No.
21323 On Under
1 Structure No.
7510 1255 X Control No.
010 Lane Ind.
Milepoint
12550 Facility Carried
S.H. 152 Feature Intersected
GYPSUM CREEK Division
05 County
149 Location
5.1E JCT S.H. 54 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1986 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
15 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
5 - Prestressed Concrete Design
02 Length
166.01 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
66.6 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21323 ODOT County
75 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
3-55ft. P/S CONC. BEAM SPANS, SK. 15 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7510 1255 X H Index
96.6959 Latitude
35:17:27.42 Longitude
-98:45:59.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21323 Vault Link
http://plansrv1/bridgemaintvault/b21323 GIS FO/SD
Meets Standards H Inv. Method
30.9 Latitude DD
35.29095 Longitude DD
-98.76663056 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21376 x
-10994651.0213066 y
4203490.71854198 |
|||||||||||||||||||||||||||||||||||||
| 21232 | 6420 0725 X | 21232 | Pushmataha | S.H. 144 (IRR) | DAVIS BRANCH CREEK | 6420 0725 X | (3) 12ft. X 10ft. X 64.7ft. LONG RCB SK 30° | 1986 | 34.48365833 | -95.16408889 | 46.201 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21374 BRKEY
21232 NBI No.
21232 On Under
1 Structure No.
6420 0725 X Control No.
020 Lane Ind.
Milepoint
07250 Facility Carried
S.H. 144 (IRR) Feature Intersected
DAVIS BRANCH CREEK Division
02 County
127 Location
7.25 E JCT US-271 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00144 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
07 - Major Collector (Rural) Year Built
1986 ADT Total
270 ADT Year
2022 Design Load
HS 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
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.201 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2042 Bypass Detour
6.213712 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
21232 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 12ft. X 10ft. X 64.7ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0725 X H Index
97.9843 Latitude
34:29:01.17 Longitude
-95:09:50.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
090 NBI Text
21232 Vault Link
http://plansrv1/bridgemaintvault/b21232 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.48365833 Longitude DD
-95.16408889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21374 x
-10593617.9170406 y
4093931.89285447 |
|||||||||||||||||||||||||||||||||||||
| 21231 | 7506 0382 X | 21231 | Washita | U.S. 183 | CREEK | 7506 0382 X | 3-10ft.X4ft.X178ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1986 | 35.34584444 | -98.97595556 | 38.058 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21373 BRKEY
21231 NBI No.
21231 On Under
1 Structure No.
7506 0382 X Control No.
006 Lane Ind.
Milepoint
03820 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
149 Location
3.8 MI N JCT S.H. 152 Sufficiency
72.5 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
3900 ADT Year
2022 Design Load
HS 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
4 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.2 HS Inv. Rating Method
1 HS Inv. Method
34.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21231 ODOT County
75 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.X4ft.X178ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7506 0382 X H Index
67 Latitude
35:20:45.04 Longitude
-98:58:33.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21231 Vault Link
http://plansrv1/bridgemaintvault/b21231 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.34584444 Longitude DD
-98.97595556 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21373 x
-11017952.9737169 y
4210979.91099169 |
|||||||||||||||||||||||||||||||||||||
| 21131 | 2018 1852 X | 21131 | Custer | S.H. 33 | CANADIAN RIVER | 2018 1852 X | 32-100ft. P/S CONC. BEAM SPANS | 1985 | 35.769219 | -98.675564 | 3202 | 42 | — | 32 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.6 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21369 BRKEY
21131 NBI No.
21131 On Under
1 Structure No.
2018 1852 X Control No.
018 Lane Ind.
Milepoint
18520 Facility Carried
S.H. 33 Feature Intersected
CANADIAN RIVER Division
05 County
039 Location
2.6 MI S DEWEY C/L Sufficiency
69.6 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1985 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
32 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
5 - Prestressed Concrete Design
02 Length
3202 Deck Width
42 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
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21131 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2018 1852 X H Index
95.834 Latitude
35:46:09.19 Longitude
-98:40:32.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21131 Vault Link
http://plansrv1/bridgemaintvault/b21131 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.769219 Longitude DD
-98.675564 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21369 x
-10984513.5382191 y
4268912.55092791 |
|||||||||||||||||||||||||||||||||||||
| 21129 | 5504 1746 X | 21129 | Oklahoma | U.S. 62 | N. CANADIAN RIV& RD. UND | 5504 1746 X | 9-100ft. PRESTRESSED CONC BM SPANS | 1985 | 35.493125 | -97.1613 | 902.329 | 42.001 | — | 9 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21367 BRKEY
21129 NBI No.
21129 On Under
1 Structure No.
5504 1746 X Control No.
004 Lane Ind.
Milepoint
17460 Facility Carried
U.S. 62 Feature Intersected
N. CANADIAN RIV& RD. UND Division
04 County
109 Location
17.5 MI E OF JCT I-35 Sufficiency
80.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1985 ADT Total
5500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
2.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
902.329 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
24 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1607 Min Measured Clearance
1604 NBI Rating
21129 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-100ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1746 X H Index
92.9065 Latitude
35:29:35.25 Longitude
-97:09:40.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21129 Vault Link
http://plansrv1/bridgemaintvault/b21129 GIS FO/SD
FO H Inv. Method
25 Latitude DD
35.493125 Longitude DD
-97.1613 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21367 x
-10815946.4408125 y
4231098.43763078 |
|||||||||||||||||||||||||||||||||||||
| 21128 | 3204 2190 X | 21128 | Hughes | U.S. 75 | N. CANADIAN RIVER | 3204 2190 X | 8-100ft. PRESTRESSED C | 1985 | 35.26318611 | -96.20700278 | 802 | 42 | — | 8 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21366 BRKEY
21128 NBI No.
21128 On Under
1 Structure No.
3204 2190 X Control No.
004 Lane Ind.
Milepoint
21900 Facility Carried
U.S. 75 Feature Intersected
N. CANADIAN RIVER Division
03 County
063 Location
2.9 S OKFUSKEE C/L Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1985 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
802 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21128 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3204 2190 X H Index
92.9587 Latitude
35:15:47.47 Longitude
-96:12:25.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21128 Vault Link
http://plansrv1/bridgemaintvault/b21128 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.26318611 Longitude DD
-96.20700278 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21366 x
-10709714.5602167 y
4199704.8534552 |
|||||||||||||||||||||||||||||||||||||
| 21127 | 1202 1078 X | 21127 | Choctaw | U.S. 70 | MUDDY BOGGY CREEK | 1202 1078 X | (5) 130ft. CONTINUOUS PLATE GIRDER | 1985 | 34.0253 | -95.75268056 | 652 | 42 | — | 5 | 0 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21365 BRKEY
21127 NBI No.
21127 On Under
1 Structure No.
1202 1078 X Control No.
002 Lane Ind.
Milepoint
10780 Facility Carried
U.S. 70 Feature Intersected
MUDDY BOGGY CREEK Division
02 County
023 Location
10.78 E BRYAN C/L Sufficiency
80.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1985 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 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
4 - Steel Continuous Design
02 Length
652 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
9.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21127 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(5) 130ft. CONTINUOUS PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1202 1078 X H Index
96.443 Latitude
34:01:31.08 Longitude
-95:45:09.65 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
001 NBI Text
21127 Vault Link
http://plansrv1/bridgemaintvault/b21127 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.0253 Longitude DD
-95.75268056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21365 x
-10659139.6420302 y
4032199.70412052 |
|||||||||||||||||||||||||||||||||||||
| 21585 | 0930 0076 X | 21585 | Canadian | S.H. 4 | CREEK | 0930 0076 X | 75ft. PRESTRESSED CONC BM SPAN SK.60 DEG. | 1987 | 35.615825 | -97.74523333 | 77.897 | 55 | — | 1 | 30 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21343 BRKEY
21585 NBI No.
21585 On Under
1 Structure No.
0930 0076 X Control No.
030 Lane Ind.
Milepoint
00760 Facility Carried
S.H. 4 Feature Intersected
CREEK Division
04 County
017 Location
0.7 MI. N. JCT. SH 3 Sufficiency
77.5 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
1987 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
77.897 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
21585 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft. PRESTRESSED CONC BM SPAN SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0930 0076 X H Index
98.1793 Latitude
35:36:56.97 Longitude
-97:44:42.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21585 Vault Link
http://plansrv1/bridgemaintvault/b21585 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.615825 Longitude DD
-97.74523333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21343 x
-10880949.6017653 y
4247887.43391272 |
|||||||||||||||||||||||||||||||||||||
| 21679 | 7010 1933 X | 21679 | Texas | U.S. 64 | LITTLE GOFF CREEK | 7010 1933 X | 3-55ft. PCBM SPANS | 1987 | 36.73422778 | -101.49220833 | 165.026 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21329 BRKEY
21679 NBI No.
21679 On Under
1 Structure No.
7010 1933 X Control No.
010 Lane Ind.
Milepoint
19330 Facility Carried
U.S. 64 Feature Intersected
LITTLE GOFF CREEK Division
06 County
139 Location
4 MI N JCT US 54 Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165.026 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
47.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21679 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7010 1933 X H Index
84.6352 Latitude
36:44:03.22 Longitude
-101:29:31.95 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
-1 NBI Text
21679 Vault Link
http://plansrv1/bridgemaintvault/b21679 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
36.73422778 Longitude DD
-101.49220833 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21329 x
-11298060.9507804 y
4402126.02906455 |
|||||||||||||||||||||||||||||||||||||
| 21678 | 5153 0424EX | 21678 | Muskogee | S.H. 165 | HANCOCK ST. UNDER | 5153 0424EX | 50ft.-70ft.-41ft. PRESTRES | 1987 | 35.72580278 | -95.31002222 | 163.058 | 28.999 | — | 3 | 17 | 1 | 26.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21328 BRKEY
21678 NBI No.
21678 On Under
1 Structure No.
5153 0424EX Control No.
053 Lane Ind.
E Milepoint
04240 Facility Carried
S.H. 165 Feature Intersected
HANCOCK ST. UNDER Division
01 County
101 Location
SH 165 & TURNPIKE Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
163.058 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
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1602 Min Measured Clearance
1602 NBI Rating
21678 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-70ft.-41ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0424EX H Index
88.4876 Latitude
35:43:32.89 Longitude
-95:18:36.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 165 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
21678 Vault Link
http://plansrv1/bridgemaintvault/b21678 GIS FO/SD
FO H Inv. Method
35 Latitude DD
35.72580278 Longitude DD
-95.31002222 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21328 x
-10609863.141026 y
4262957.55396853 |
|||||||||||||||||||||||||||||||||||||
| 21677 | 1508 0244 X | 21677 | Coal | S.H. 31 | CLEAR BOGGY CREEK O'FLOW | 1508 0244 X | 3-55ft. DOUBLE TEE SPA | 1987 | 34.50543056 | -96.36419722 | 165.026 | 34.121 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | 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 | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21327 BRKEY
21677 NBI No.
21677 On Under
1 Structure No.
1508 0244 X Control No.
008 Lane Ind.
Milepoint
02440 Facility Carried
S.H. 31 Feature Intersected
CLEAR BOGGY CREEK O'FLOW Division
03 County
029 Location
2.5 MI E SH48 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1987 ADT Total
620 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
165.026 Deck Width
34.121 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
19.883878 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
21677 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1508 0244 X H Index
94.3703 Latitude
34:30:19.55 Longitude
-96:21:51.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21677 Vault Link
http://plansrv1/bridgemaintvault/b21677 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.50543056 Longitude DD
-96.36419722 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21327 x
-10727213.365233 y
4096872.60148906 |
|||||||||||||||||||||||||||||||||||||
| 21486 | 6618 1628 X | 21486 | Rogers | U.S. 412 | CREEK | 6618 1628 X | 3-10ft.X7ft.X196ft. RCB | 1987 | 36.16917222 | -95.44626667 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21316 BRKEY
21486 NBI No.
21486 On Under
1 Structure No.
6618 1628 X Control No.
018 Lane Ind.
Milepoint
16280 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
08 County
131 Location
17.5 MI E OF I-44 Sufficiency
74.7 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1987 ADT Total
16100 ADT Year
2022 Design Load
HS 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
37.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21486 ODOT County
66 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.X7ft.X196ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6618 1628 X H Index
67 Latitude
36:10:09.02 Longitude
-95:26:46.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21486 Vault Link
http://plansrv1/bridgemaintvault/b21486 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.16917222 Longitude DD
-95.44626667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21316 x
-10625029.8038234 y
4323924.24609246 |
|||||||||||||||||||||||||||||||||||||
| 21485 | 6618 1595 X | 21485 | Rogers | U.S. 412 | CREEK | 6618 1595 X | 3-10ft.X 6ft.X 248ft. R.C.BOX SK.60 DEG. | 1987 | 36.16894167 | -95.45222778 | 38.058 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21315 BRKEY
21485 NBI No.
21485 On Under
1 Structure No.
6618 1595 X Control No.
018 Lane Ind.
Milepoint
15950 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
08 County
131 Location
17.1 MI E OF I-44 Sufficiency
74.7 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1987 ADT Total
16100 ADT Year
2022 Design Load
HS 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
4 Fill RCB
3 Appr. Roadway Width
37.999 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21485 ODOT County
66 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 248ft. R.C.BOX SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6618 1595 X H Index
67 Latitude
36:10:08.19 Longitude
-95:27:08.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21485 Vault Link
http://plansrv1/bridgemaintvault/b21485 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.16894167 Longitude DD
-95.45222778 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21315 x
-10625693.3915532 y
4323892.45447686 |
|||||||||||||||||||||||||||||||||||||
| 21484 | 6618 1551 X | 21484 | Rogers | U.S. 412 | CREEK | 6618 1551 X | 3-10ft.X 6ft.X 283ft. R.C.BOX SK.66 DEG. | 1987 | 36.16933333 | -95.46169722 | 36.089 | 0 | — | 3 | 24 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21314 BRKEY
21484 NBI No.
21484 On Under
1 Structure No.
6618 1551 X Control No.
018 Lane Ind.
Milepoint
15510 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
08 County
131 Location
16.6 MI E OF I-44 Sufficiency
74.7 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1987 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
24 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
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21484 ODOT County
66 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 283ft. R.C.BOX SK.66 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6618 1551 X H Index
67 Latitude
36:10:09.6 Longitude
-95:27:42.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21484 Vault Link
http://plansrv1/bridgemaintvault/b21484 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.16933333 Longitude DD
-95.46169722 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21314 x
-10626747.5247921 y
4323946.46235785 |
|||||||||||||||||||||||||||||||||||||
| 21483 | 2606 0186 X | 21483 | Grady | U.S. 81 | BUCKHORN CREEK | 2606 0186 X | 3-10ft.X 10ft.X 158ft. R.C.BOX | 1987 | 34.70884167 | -97.95795278 | 33.1 | 157.999 | — | 3 | 0 | 4 | 157.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21313 BRKEY
21483 NBI No.
21483 On Under
1 Structure No.
2606 0186 X Control No.
006 Lane Ind.
Milepoint
01860 Facility Carried
U.S. 81 Feature Intersected
BUCKHORN CREEK Division
07 County
051 Location
1.9 MI N STEPHENS CO Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
1987 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
157.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.1 Deck Width
157.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
58.999998 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
21483 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 158ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 0186 X H Index
99.311 Latitude
34:42:31.83 Longitude
-97:57:28.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
20-26 NBI Text
21483 Vault Link
http://plansrv1/bridgemaintvault/b21483 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.70884167 Longitude DD
-97.95795278 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21313 x
-10904629.4226211 y
4124383.94852976 |
|||||||||||||||||||||||||||||||||||||
| 21667 | 7421 1550EX | 21667 | Washington | U.S. 75 NB | CANEY RIVER O'FLOW | 7421 1550EX | 3-50ft. DOUBLE TEE SPA | 1987 | 36.64959444 | -95.935175 | 149.934 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21281 BRKEY
21667 NBI No.
21667 On Under
1 Structure No.
7421 1550EX Control No.
021 Lane Ind.
E Milepoint
15500 Facility Carried
U.S. 75 NB Feature Intersected
CANEY RIVER O'FLOW Division
08 County
147 Location
5.9 MI S US 60 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 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
1987 ADT Total
7250 ADT Year
2022 Design Load
HS 20 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
5 - Prestressed Concrete Design
04 Length
149.934 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21667 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1550EX H Index
95.0056 Latitude
36:38:58.54 Longitude
-95:56:06.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21667 Vault Link
http://plansrv1/bridgemaintvault/b21667 GIS FO/SD
Meets Standards H Inv. Method
28.9 Latitude DD
36.64959444 Longitude DD
-95.935175 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21281 x
-10679454.8301636 y
4390376.66878852 |
|||||||||||||||||||||||||||||||||||||
| 21666 | 6216 1028 X | 21666 | Pontotoc | S.H. 19 | SPRING BROOK CREEK | 6216 1028 X | 4-38ft. PC BM | 1987 | 34.78196111 | -96.75411111 | 153.871 | 41.995 | — | 4 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21280 BRKEY
21666 NBI No.
21666 On Under
1 Structure No.
6216 1028 X Control No.
016 Lane Ind.
Milepoint
10280 Facility Carried
S.H. 19 Feature Intersected
SPRING BROOK CREEK Division
03 County
123 Location
10.4 MI E GARVIN C/L Sufficiency
85.6 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1987 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
153.871 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.6 HS Inv. Rating Method
1 HS Inv. Method
31.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
21.747992 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
21666 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-38ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6216 1028 X H Index
98.4606 Latitude
34:46:55.06 Longitude
-96:45:14.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21666 Vault Link
http://plansrv1/bridgemaintvault/b21666 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
34.78196111 Longitude DD
-96.75411111 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21280 x
-10770618.380921 y
4134289.8660008 |
|||||||||||||||||||||||||||||||||||||
| 21665 | 6216 1014 X | 21665 | Pontotoc | S.H. 19 | SPRING BROOK CR. TRIB. | 6216 1014 X | 4-38ft. PC BM SPAN | 1987 | 34.78197222 | -96.75663611 | 154.856 | 41.995 | — | 4 | 30 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21279 BRKEY
21665 NBI No.
21665 On Under
1 Structure No.
6216 1014 X Control No.
016 Lane Ind.
Milepoint
10140 Facility Carried
S.H. 19 Feature Intersected
SPRING BROOK CR. TRIB. Division
03 County
123 Location
10.2 MI E GARVIN C/L Sufficiency
88.4 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1987 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
154.856 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.4 HS Inv. Rating Method
1 HS Inv. Method
40.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
21.747992 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
21665 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-38ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6216 1014 X H Index
99.9121 Latitude
34:46:55.1 Longitude
-96:45:23.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21665 Vault Link
http://plansrv1/bridgemaintvault/b21665 GIS FO/SD
Meets Standards H Inv. Method
32.2 Latitude DD
34.78197222 Longitude DD
-96.75663611 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21279 x
-10770899.4626353 y
4134291.37180402 |
|||||||||||||||||||||||||||||||||||||
| 21664 | 5153 0424WX | 21664 | Muskogee | S.H. 165 | HANCOCK ST. UNDER | 5153 0424WX | 34ft.-74ft.-37ft. PRESTRES | 1987 | 35.72585278 | -95.3114 | 147.966 | 28.999 | — | 3 | 26 | 1 | 26.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21278 BRKEY
21664 NBI No.
21664 On Under
1 Structure No.
5153 0424WX Control No.
053 Lane Ind.
W Milepoint
04240 Facility Carried
S.H. 165 Feature Intersected
HANCOCK ST. UNDER Division
01 County
101 Location
SH 165 & TURNPIKE Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
147.966 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1611 Min Measured Clearance
1603 NBI Rating
21664 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-74ft.-37ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0424WX H Index
83.6887 Latitude
35:43:33.07 Longitude
-95:18:41.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 165 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
21664 Vault Link
http://plansrv1/bridgemaintvault/b21664 GIS FO/SD
FO H Inv. Method
29 Latitude DD
35.72585278 Longitude DD
-95.3114 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21278 x
-10610016.514794 y
4262964.41013347 |
|||||||||||||||||||||||||||||||||||||
| 21656 | 4918 0530SX | 21656 | Mayes | U.S. 412 | UP R.R. UNDER | 4918 0530SX | 3-45ft. PRESTRESSED CO | 1987 | 36.16624444 | -95.34652222 | 137.579 | 51.749 | — | 3 | 4 | 3 | 48.75 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 02 - Principal Arterial Other (Rural) | C | 7350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21252 BRKEY
21656 NBI No.
21656 On Under
1 Structure No.
4918 0530SX Control No.
018 Lane Ind.
S Milepoint
05300 Facility Carried
U.S. 412 Feature Intersected
UP R.R. UNDER Division
08 County
097 Location
5.3 MI E OF ROGERS C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
48.75 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
1987 ADT Total
7350 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
3 Road Width
48.75 Ref. Underclearance Rt.
R Underclearance Right
18.599 Underclearance Left
18.599 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.75 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.579 Deck Width
51.749 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2800 Min Measured Clearance
2600 NBI Rating
21656 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4918 0530SX H Index
100 Latitude
36:09:58.48 Longitude
-95:20:47.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21656 Vault Link
http://plansrv1/bridgemaintvault/b21656 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.16624444 Longitude DD
-95.34652222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21252 x
-10613926.3024399 y
4323520.52778959 |
|||||||||||||||||||||||||||||||||||||
| 21655 | 4918 0530NX | 21655 | Mayes | U.S. 412 | UP R.R. UNDER | 4918 0530NX | 3-45ft. PRESTRESSED CO | 1987 | 36.16672222 | -95.34645556 | 137.5 | 51.66 | — | 3 | 4 | 3 | 48.661 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21233 BRKEY
21655 NBI No.
21655 On Under
1 Structure No.
4918 0530NX Control No.
018 Lane Ind.
N Milepoint
05300 Facility Carried
U.S. 412 Feature Intersected
UP R.R. UNDER Division
08 County
097 Location
5.3 MI E OF ROGERS C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
48.661 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
1987 ADT Total
7550 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
3 Road Width
48.661 Ref. Underclearance Rt.
R Underclearance Right
18.599 Underclearance Left
18.599 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.661 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.5 Deck Width
51.66 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2407 Min Measured Clearance
2400 NBI Rating
21655 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4918 0530NX H Index
100 Latitude
36:10:00.2 Longitude
-95:20:47.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21655 Vault Link
http://plansrv1/bridgemaintvault/b21655 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.16672222 Longitude DD
-95.34645556 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21233 x
-10613918.8818827 y
4323586.40894051 |
|||||||||||||||||||||||||||||||||||||
| 21648 | 0930 0092 X | 21648 | Canadian | S.H. 4 | DEER CREEK | 0930 0092 X | 3-40ft. PRESTRESSED CONC BM SPANS | 1987 | 35.61808889 | -97.74528333 | 122.5 | 55 | — | 3 | 0 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21208 BRKEY
21648 NBI No.
21648 On Under
1 Structure No.
0930 0092 X Control No.
030 Lane Ind.
Milepoint
00920 Facility Carried
S.H. 4 Feature Intersected
DEER CREEK Division
04 County
017 Location
0.9 MI. N. JCT. SH 3 Sufficiency
78.9 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
1987 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.5 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
6 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
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
21648 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0930 0092 X H Index
95.9167 Latitude
35:37:05.12 Longitude
-97:44:43.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21648 Vault Link
http://plansrv1/bridgemaintvault/b21648 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.61808889 Longitude DD
-97.74528333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21208 x
-10880955.1677398 y
4248197.44284899 |
|||||||||||||||||||||||||||||||||||||
| 21647 | 7706 0063 X | 21647 | Woodward | U.S. 270 | CREEK | 7706 0063 X | 3-40ft. PRESTRESSED CO | 1987 | 36.580458 | -99.595203 | 120.079 | 45.932 | — | 3 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.2 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21207 BRKEY
21647 NBI No.
21647 On Under
1 Structure No.
7706 0063 X Control No.
006 Lane Ind.
Milepoint
00630 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
153 Location
0.6 MI SE ELLIS CO Sufficiency
85.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
45.932 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.4 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21647 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7706 0063 X H Index
90.2603 Latitude
36:34:49.65 Longitude
-99:35:42.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21647 Vault Link
http://plansrv1/bridgemaintvault/b21647 GIS FO/SD
Meets Standards H Inv. Method
26.2 Latitude DD
36.580458 Longitude DD
-99.595203 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21207 x
-11086887.2834127 y
4380788.27035054 |
|||||||||||||||||||||||||||||||||||||
| 21361 | 1406 0000EX | 21361 | Cleveland | I-35 | S. CANADIAN RIVER | 1406 0000EX | 50ft.,9(4-100ft. CONT.)7 | 1986 | 35.19603333 | -97.48288056 | 3740 | 68 | — | 38 | 0 | 3 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21191 BRKEY
21361 NBI No.
21361 On Under
1 Structure No.
1406 0000EX Control No.
006 Lane Ind.
E Milepoint
00000 Facility Carried
I-35 Feature Intersected
S. CANADIAN RIVER Division
03 County
027 Location
CLEVELAND-MCCLAIN C/L Sufficiency
78.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1986 ADT Total
34700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
38 Road Width
68 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
3740 Deck Width
68 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
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62 HS Inv. Rating Method
3 HS Inv. Method
26 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
55520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21361 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,9(4-100ft. CONT.)7 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0000EX H Index
98.4727 Latitude
35:11:45.72 Longitude
-97:28:58.37 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21361 Vault Link
http://plansrv1/bridgemaintvault/b21361 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.19603333 Longitude DD
-97.48288056 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21191 x
-10851744.6250007 y
4190553.30478417 |
|||||||||||||||||||||||||||||||||||||
| 21360 | 3406 0000 X | 21360 | Jefferson | U.S. 81 | RED RIVER | 3406 0000 X | 100ft., (2 - 100ft. CONT), 5 (3 - 100ft. CONT), (2 - 100ft. CONT), 100ft. PC BEAM SPANS | 1986 | 33.87398611 | -97.93636111 | 2103 | 46 | — | 21 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.2 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21190 BRKEY
21360 NBI No.
21360 On Under
1 Structure No.
3406 0000 X Control No.
006 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 81 Feature Intersected
RED RIVER Division
07 County
067 Location
OK-TX S/L Sufficiency
92.2 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
1986 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
21 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2103 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
47.845582 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21360 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft., (2 - 100ft. CONT), 5 (3 - 100ft. CONT), (2 - 100ft. CONT), 100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3406 0000 X H Index
92.8842 Latitude
33:52:26.35 Longitude
-97:56:10.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
021 NBI Text
21360 Vault Link
http://plansrv1/bridgemaintvault/b21360 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
33.87398611 Longitude DD
-97.93636111 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21190 x
-10902225.8489114 y
4011893.9642076 |
|||||||||||||||||||||||||||||||||||||
| 21359 | 0420 0580 X | 21359 | Beaver | U.S. 270 | BEAVER RIVER | 0420 0580 X | 12-100ft. PRESTRESSED | 1986 | 36.82498611 | -100.51960556 | 1200 | 42 | — | 12 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21189 BRKEY
21359 NBI No.
21359 On Under
1 Structure No.
0420 0580 X Control No.
020 Lane Ind.
Milepoint
05800 Facility Carried
U.S. 270 Feature Intersected
BEAVER RIVER Division
06 County
007 Location
5.9 MI.S. JCT. US64 Sufficiency
72.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
1986 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 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
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1200 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.6 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
57.787521 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21359 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-100ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0420 0580 X H Index
75.5295 Latitude
36:49:29.95 Longitude
-100:31:10.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21359 Vault Link
http://plansrv1/bridgemaintvault/b21359 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
36.82498611 Longitude DD
-100.51960556 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21189 x
-11189791.3056799 y
4414740.10277507 |
|||||||||||||||||||||||||||||||||||||
| 21358 | 1310 1315 X | 21358 | Cimarron | U.S. 287 | CIMARRON RIVER | 1310 1315 X | 55ft.,3(3 @ 100ft. CONT) | 1986 | 36.92061111 | -102.51983056 | 1011 | 46 | — | 11 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21188 BRKEY
21358 NBI No.
21358 On Under
1 Structure No.
1310 1315 X Control No.
010 Lane Ind.
Milepoint
13150 Facility Carried
U.S. 287 Feature Intersected
CIMARRON RIVER Division
06 County
025 Location
14.42 MI. N. JCT. US64 Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
1986 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1011 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21358 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.,3(3 @ 100ft. CONT) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1310 1315 X H Index
94.4064 Latitude
36:55:14.2 Longitude
-102:31:11.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21358 Vault Link
http://plansrv1/bridgemaintvault/b21358 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.92061111 Longitude DD
-102.51983056 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21188 x
-11412455.3341519 y
4428046.7692592 |
|||||||||||||||||||||||||||||||||||||
| 21357 | 5504 0204 X | 21357 | Oklahoma | U.S. 62 | N. CANADIAN RIVER | 5504 0204 X | 100ft.,2(4 UNIT 100ft. CONT)100ft. P.C. BM SPANS WITH 8ft. SIDEWALK ON NORTH | 1986 | 35.493142 | -97.429269 | 1002 | 67 | — | 10 | 0 | 4 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21187 BRKEY
21357 NBI No.
21357 On Under
1 Structure No.
5504 0204 X Control No.
004 Lane Ind.
Milepoint
02040 Facility Carried
U.S. 62 Feature Intersected
N. CANADIAN RIVER Division
04 County
109 Location
2 MI E JCT I-35 Sufficiency
82.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1986 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1002 Deck Width
67 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
9.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21357 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
8 Rt. Curb SW
0 Description
100ft.,2(4 UNIT 100ft. CONT)100ft. P.C. BM SPANS WITH 8ft. SIDEWALK ON NORTH Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 0204 X H Index
98.3027 Latitude
35:29:35.31 Longitude
-97:25:45.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21357 Vault Link
http://plansrv1/bridgemaintvault/b21357 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.493142 Longitude DD
-97.429269 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21187 x
-10845776.6134409 y
4231100.76195645 |
|||||||||||||||||||||||||||||||||||||
| 21709 | 3012 1805 X | 21709 | Harper | U.S. 270 | SAND CREEK | 3012 1805 X | 3-85ft. PRESTRESSED CO | 1987 | 36.60038333 | -99.68682778 | 255.906 | 58.071 | — | 3 | 0 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.6 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21168 BRKEY
21709 NBI No.
21709 On Under
1 Structure No.
3012 1805 X Control No.
012 Lane Ind.
Milepoint
18050 Facility Carried
U.S. 270 Feature Intersected
SAND CREEK Division
06 County
059 Location
18 MI E BEAVER C/L Sufficiency
85.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 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
1987 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255.906 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21709 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-85ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 1805 X H Index
88 Latitude
36:36:01.38 Longitude
-99:41:12.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21709 Vault Link
http://plansrv1/bridgemaintvault/b21709 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.60038333 Longitude DD
-99.68682778 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21168 x
-11097086.9072664 y
4383550.79400602 |
|||||||||||||||||||||||||||||||||||||
| 21708 | 5515 0534WX | 21708 | Oklahoma | I-35 SB | BNSF R.R. UNDER | 5515 0534WX | 75ft.-100ft.-75ft. P.C. BEAM SPANS SK. 60 DEG. 57ft.-11in. | 1987 | 35.454181 | -97.489814 | 250 | 71.001 | — | 3 | 30 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 68400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21167 BRKEY
21708 NBI No.
21708 On Under
1 Structure No.
5515 0534WX Control No.
015 Lane Ind.
W Milepoint
05340 Facility Carried
I-35 SB Feature Intersected
BNSF R.R. UNDER Division
04 County
109 Location
5.4 MI N CLEVELAND CO Sufficiency
86.4 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1987 ADT Total
68400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
67.999 Ref. Underclearance Rt.
R Underclearance Right
17.001 Underclearance Left
22.598 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
71.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
109440 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2301 Max Measured Clearance
2304 Min Measured Clearance
2304 NBI Rating
21708 ODOT County
55 Nav. Control
N 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
75ft.-100ft.-75ft. P.C. BEAM SPANS SK. 60 DEG. 57ft.-11in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0534WX H Index
94.3774 Latitude
35:27:15.05 Longitude
-97:29:23.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21708 Vault Link
http://plansrv1/bridgemaintvault/b21708 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.454181 Longitude DD
-97.489814 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21167 x
-10852516.452011 y
4225775.10785608 |
|||||||||||||||||||||||||||||||||||||
| 21707 | 5163 1949EX | 21707 | Muskogee | S.H. 165 | S.H. 165 RAMP N-S UNDER | 5163 1955EX | 61ft.-122ft.-61ft. CONT PL | 1987 | 35.72439167 | -95.31106944 | 251.969 | 28.999 | — | 3 | 45 | 1 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21166 BRKEY
21707 NBI No.
21707 On Under
1 Structure No.
5163 1949EX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 165 Feature Intersected
S.H. 165 RAMP N-S UNDER Division
01 County
101 Location
SH 165 & TURNPIKE Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
32.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
251.969 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
95.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
NR Max Measured Clearance
1702 Min Measured Clearance
1605 NBI Rating
21707 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
61ft.-122ft.-61ft. CONT PL Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163 1955EX H Index
77.7918 Latitude
35:43:27.81 Longitude
-95:18:39.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
S.H. 165 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21707 Vault Link
http://plansrv1/bridgemaintvault/b21707 GIS FO/SD
FO H Inv. Method
53.1 Latitude DD
35.72439167 Longitude DD
-95.31106944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21166 x
-10609979.7170231 y
4262764.05968471 |
|||||||||||||||||||||||||||||||||||||
| 21704 | 3210 0953 X | 21704 | Hughes | U.S. 270 | COAL CREEK | 3210 0953 X | 3-75ft. PS CONC BM | 1987 | 34.90499444 | -96.102525 | 225.066 | 41.995 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21163 BRKEY
21704 NBI No.
21704 On Under
1 Structure No.
3210 0953 X Control No.
010 Lane Ind.
Milepoint
09530 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
03 County
063 Location
9.6 MI E JCT US 75 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1987 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.066 Deck Width
41.995 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
6 Super Rating
8 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21704 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-75ft. PS CONC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3210 0953 X H Index
98.7152 Latitude
34:54:17.98 Longitude
-96:06:09.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21704 Vault Link
http://plansrv1/bridgemaintvault/b21704 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.90499444 Longitude DD
-96.102525 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21163 x
-10698084.1469478 y
4150977.75137193 |
|||||||||||||||||||||||||||||||||||||
| 21637 | 0422 2481 X | 21637 | Beaver | U.S. 270 | EAST CAMP CREEK | 0422 2481 X | 100ft. PREST CONC BM SPAN | 1987 | 36.61584444 | -100.07810556 | 100.066 | 45.699 | — | 1 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21162 BRKEY
21637 NBI No.
21637 On Under
1 Structure No.
0422 2481 X Control No.
022 Lane Ind.
Milepoint
24810 Facility Carried
U.S. 270 Feature Intersected
EAST CAMP CREEK Division
06 County
007 Location
3.9 MI.W. HARPER CL Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.999 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
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
45.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.8 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21637 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 2481 X H Index
87.5891 Latitude
36:36:57.04 Longitude
-100:04:41.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21637 Vault Link
http://plansrv1/bridgemaintvault/b21637 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
36.61584444 Longitude DD
-100.07810556 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21162 x
-11140643.7504947 y
4385694.87283644 |
|||||||||||||||||||||||||||||||||||||
| 21636 | 0422 2429 X | 21636 | Beaver | U.S. 270 | WEST CAMP CREEK | 0422 2429 X | 100ft. PREST CONC BM SPAN | 1987 | 36.61586944 | -100.087425 | 100.066 | 45.801 | — | 1 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21161 BRKEY
21636 NBI No.
21636 On Under
1 Structure No.
0422 2429 X Control No.
022 Lane Ind.
Milepoint
24290 Facility Carried
U.S. 270 Feature Intersected
WEST CAMP CREEK Division
06 County
007 Location
4.4 MI.W. HARPER CL Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.999 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
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
45.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.8 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21636 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 2429 X H Index
86.6761 Latitude
36:36:57.13 Longitude
-100:05:14.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21636 Vault Link
http://plansrv1/bridgemaintvault/b21636 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
36.61586944 Longitude DD
-100.087425 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21161 x
-11141681.18581 y
4385698.34007475 |
|||||||||||||||||||||||||||||||||||||
| 21635 | 7010 1255 X | 21635 | Texas | U.S. 64 | LITTLE GOFF CREEK | 7010 1255 X | 100ft. PCBM SPAN | 1987 | 36.76257222 | -101.59085278 | 100.066 | 46.001 | — | 1 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21160 BRKEY
21635 NBI No.
21635 On Under
1 Structure No.
7010 1255 X Control No.
010 Lane Ind.
Milepoint
12550 Facility Carried
U.S. 64 Feature Intersected
LITTLE GOFF CREEK Division
06 County
139 Location
12.5 MI E JCT SH 95 S Sufficiency
95.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84.8 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21635 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PCBM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7010 1255 X H Index
94.6882 Latitude
36:45:45.26 Longitude
-101:35:27.07 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
-1 NBI Text
21635 Vault Link
http://plansrv1/bridgemaintvault/b21635 GIS FO/SD
Meets Standards H Inv. Method
24.2 Latitude DD
36.76257222 Longitude DD
-101.59085278 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21160 x
-11309042.000724 y
4406063.88602291 |
|||||||||||||||||||||||||||||||||||||
| 21442 | 1414 0400 X | 21442 | Cleveland | S.H. 37 | CREEK | 1414 0400 X | 2-10ft.X 5ft.X 70ft. RDY R.C.BOX | 1987 | 35.33419167 | -97.52086944 | 22.966 | 51.801 | — | 2 | 0 | 4 | 51.837 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 18300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21147 BRKEY
21442 NBI No.
21442 On Under
1 Structure No.
1414 0400 X Control No.
014 Lane Ind.
Milepoint
04000 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
03 County
027 Location
4.0 MI E I-44 Sufficiency
77.6 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
51.837 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1987 ADT Total
18300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
51.837 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
51.801 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29280 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21442 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 70ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1414 0400 X H Index
99.0856 Latitude
35:20:03.09 Longitude
-97:31:15.13 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
-1 NBI Text
21442 Vault Link
http://plansrv1/bridgemaintvault/b21442 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.33419167 Longitude DD
-97.52086944 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21147 x
-10855973.5277781 y
4209389.71030865 |
|||||||||||||||||||||||||||||||||||||
| 21441 | 5153 0299 X | 21441 | Muskogee | S.H. 165 | C.C. CREEK | 5153 0299 X | 2-12ft.X 8ft.X 148ft. R.C. | 1987 | 35.719725 | -95.323272 | 25.919 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21146 BRKEY
21441 NBI No.
21441 On Under
1 Structure No.
5153 0299 X Control No.
053 Lane Ind.
Milepoint
02990 Facility Carried
S.H. 165 Feature Intersected
C.C. CREEK Division
01 County
101 Location
2.9 MI E US 64 Sufficiency
73.7 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
8700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 Future ADT Year
2042 Bypass Detour
14.199999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21441 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 8ft.X 148ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0299 X H Index
94.6967 Latitude
35:43:11.01 Longitude
-95:19:23.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21441 Vault Link
http://plansrv1/bridgemaintvault/b21441 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.719725 Longitude DD
-95.323272 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21146 x
-10611338.0997887 y
4262124.18077629 |
|||||||||||||||||||||||||||||||||||||
| 21440 | 0930 0223 X | 21440 | Canadian | S.H. 4 | CREEK | 0930 0223 X | 2-10ft.X 6ft.X 108ft. R.C.BOX | 1987 | 35.63727778 | -97.74505 | 21.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21145 BRKEY
21440 NBI No.
21440 On Under
1 Structure No.
0930 0223 X Control No.
030 Lane Ind.
Milepoint
02230 Facility Carried
S.H. 4 Feature Intersected
CREEK Division
04 County
017 Location
2.3 MI. N. JCT. SH 3 Sufficiency
82.6 Kind Hwy
3 Level Service
1 Route No.
00004 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
07 - Major Collector (Rural) Year Built
1987 ADT Total
5200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
21440 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 108ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0930 0223 X H Index
94.75 Latitude
35:38:14.2 Longitude
-97:44:42.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21440 Vault Link
http://plansrv1/bridgemaintvault/b21440 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.63727778 Longitude DD
-97.74505 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21145 x
-10880929.1935631 y
4250825.45280064 |
|||||||||||||||||||||||||||||||||||||
| 21723 | 5515 0566WX | 21723 | Oklahoma | I-35 S.B. | OKLAHOMA RIVER | 5515 0566WX | 101ft.,4-100ft.,2-100ft.,101ft. PRESTRESSED CONC BM SPANS SK. 73 DEG. | 1987 | 35.45774722 | -97.49181944 | 802 | 70 | — | 8 | 16 | 4 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 68400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21141 BRKEY
21723 NBI No.
21723 On Under
1 Structure No.
5515 0566WX Control No.
015 Lane Ind.
W Milepoint
05660 Facility Carried
I-35 S.B. Feature Intersected
OKLAHOMA RIVER Division
04 County
109 Location
5.7 MI N CLEVELAND CO Sufficiency
80.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1987 ADT Total
68400 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
8 Road Width
68 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
802 Deck Width
70 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
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.2 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
109440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21723 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft.,4-100ft.,2-100ft.,101ft. PRESTRESSED CONC BM SPANS SK. 73 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0566WX H Index
98.0861 Latitude
35:27:27.89 Longitude
-97:29:30.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21723 Vault Link
http://plansrv1/bridgemaintvault/b21723 GIS FO/SD
Meets Standards H Inv. Method
18.4 Latitude DD
35.45774722 Longitude DD
-97.49181944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21141 x
-10852739.6965706 y
4226262.47406597 |
|||||||||||||||||||||||||||||||||||||
| 21722 | 5569 1022 X | 21722 | Oklahoma | I-40 EB | I-35 S-W/ I-35 E-S UNDER | 5569 1022SX | 160ft.,2-205ft.,142ft. CONT PLATE GIRDER SPANS EAST END SK.45 DEG. | 1987 | 35.46215556 | -97.49374722 | 712.001 | 95.2 | — | 4 | 0 | 5 | 92.198 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 96500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21140 BRKEY
21722 NBI No.
21722 On Under
1 Structure No.
5569 1022 X Control No.
Lane Ind.
Milepoint
Facility Carried
I-40 EB Feature Intersected
I-35 S-W/ I-35 E-S UNDER Division
04 County
109 Location
4.5 MI E OF MAY AVE. Sufficiency
82.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
92.198 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1987 ADT Total
96500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
92.198 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
10 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
92.198 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
712.001 Deck Width
95.2 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.328 HS Inv. Rating Method
1 HS Inv. Method
33.841 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
154400 Future ADT Year
2042 Bypass Detour
9.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
2007 Min Measured Clearance
1703 NBI Rating
21722 ODOT County
55 Nav. Control
N 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
160ft.,2-205ft.,142ft. CONT PLATE GIRDER SPANS EAST END SK.45 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 1022SX H Index
83.885 Latitude
35:27:43.76 Longitude
-97:29:37.49 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21722 Vault Link
http://plansrv1/bridgemaintvault/b21722 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
35.46215556 Longitude DD
-97.49374722 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21140 x
-10852954.2960585 y
4226864.95580946 |
|||||||||||||||||||||||||||||||||||||
| 21714 | 5153 0164SX | 21714 | Muskogee | S.H. 165 EB | COODY CREEK | 5153 0164SX | 5-70ft. PRESTRESSED CO | 1987 | 35.711375 | -95.35171944 | 352.034 | 41.001 | — | 5 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21120 BRKEY
21714 NBI No.
21714 On Under
1 Structure No.
5153 0164SX Control No.
053 Lane Ind.
S Milepoint
01640 Facility Carried
S.H. 165 EB Feature Intersected
COODY CREEK Division
01 County
101 Location
1.6 MI E US 64 Sufficiency
89 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
352.034 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21714 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-70ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0164SX H Index
85.342 Latitude
35:42:40.95 Longitude
-95:21:06.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 165 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21714 Vault Link
http://plansrv1/bridgemaintvault/b21714 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.711375 Longitude DD
-95.35171944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21120 x
-10614504.8543239 y
4260979.34891734 |
|||||||||||||||||||||||||||||||||||||
| 21713 | 5153 0164NX | 21713 | Muskogee | S.H. 165 WB | COODY CREEK | 5153 0164NX | 5-70ft. PRESTRESSED CO | 1987 | 35.71166944 | -95.35176667 | 352.034 | 41.001 | — | 5 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21119 BRKEY
21713 NBI No.
21713 On Under
1 Structure No.
5153 0164NX Control No.
053 Lane Ind.
N Milepoint
01640 Facility Carried
S.H. 165 WB Feature Intersected
COODY CREEK Division
01 County
101 Location
1.6 MI E US 64 Sufficiency
89 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
352.034 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21713 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-70ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0164NX H Index
83.6344 Latitude
35:42:42.01 Longitude
-95:21:06.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 165 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21713 Vault Link
http://plansrv1/bridgemaintvault/b21713 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.71166944 Longitude DD
-95.35176667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21119 x
-10614510.1119434 y
4261019.71625342 |
|||||||||||||||||||||||||||||||||||||
| 21711 | 1618 0045SX | 21711 | Comanche | S.H. 7 EB | EAST CACHE CREEK | 1618 0115SX | 90ft.-110ft.-90ft. PRESTRESSED CONC BM TYPE IV SPANS W/ 38ft. CLR.RDY. AND CONCRETE PARAPET | 1987 | 34.59419167 | -98.37020278 | 290.026 | 40.026 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21117 BRKEY
21711 NBI No.
21711 On Under
1 Structure No.
1618 0045SX Control No.
018 Lane Ind.
S Milepoint
01150 Facility Carried
S.H. 7 EB Feature Intersected
EAST CACHE CREEK Division
07 County
031 Location
1.1 MI.E.JCT.US281B Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
9050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.031 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
290.026 Deck Width
40.026 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21711 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.-110ft.-90ft. PRESTRESSED CONC BM TYPE IV SPANS W/ 38ft. CLR.RDY. AND CONCRETE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 0115SX H Index
99.6701 Latitude
34:35:39.09 Longitude
-98:22:12.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
051 NBI Text
21711 Vault Link
http://plansrv1/bridgemaintvault/b21711 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.59419167 Longitude DD
-98.37020278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21117 x
-10950520.8827007 y
4108869.25285227 |
|||||||||||||||||||||||||||||||||||||
| 21525 | 5318 0200 X | 21525 | Nowata | S.H. 10 | HICKORY CREEK | 5318 0200 X | (12ft.-14ft.-12ft.)X 10ft.X 32ft. R.C.BOX | 1987 | 36.91648056 | -95.66476111 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21105 BRKEY
21525 NBI No.
21525 On Under
1 Structure No.
5318 0200 X Control No.
018 Lane Ind.
Milepoint
02000 Facility Carried
S.H. 10 Feature Intersected
HICKORY CREEK Division
08 County
105 Location
2.0 MI W US 169 Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1987 ADT Total
920 ADT Year
2022 Design Load
HS 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.7 HS Inv. Rating Method
1 HS Inv. Method
39.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21525 ODOT County
53 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 10ft.X 32ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5318 0200 X H Index
93.0002 Latitude
36:54:59.33 Longitude
-95:39:53.14 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
21525 Vault Link
http://plansrv1/bridgemaintvault/b21525 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
36.91648056 Longitude DD
-95.66476111 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21105 x
-10649352.4936254 y
4427471.6394037 |
|||||||||||||||||||||||||||||||||||||
| 21524 | 5153 0145 X | 21524 | Muskogee | S.H. 165 | COATA CREEK | 5153 0145 X | (13ft.-17ft.-13ft.)X 12ft.X | 1987 | 35.711125 | -95.35508333 | 47.9 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21104 BRKEY
21524 NBI No.
21524 On Under
1 Structure No.
5153 0145 X Control No.
053 Lane Ind.
Milepoint
01450 Facility Carried
S.H. 165 Feature Intersected
COATA CREEK Division
01 County
101 Location
1.4 MI E US 64 Sufficiency
69.6 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
8200 ADT Year
2022 Design Load
HS 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
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
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
54.8 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2042 Bypass Detour
18.199999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21524 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 12ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0145 X H Index
90.7098 Latitude
35:42:40.05 Longitude
-95:21:18.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21524 Vault Link
http://plansrv1/bridgemaintvault/b21524 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
35.711125 Longitude DD
-95.35508333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21104 x
-10614879.3208458 y
4260945.07436376 |
|||||||||||||||||||||||||||||||||||||
| 21703 | 1508 0276 X | 21703 | Coal | S.H. 31 | CLEAR BOGGY CREEK O'FLOW | 1508 0276 X | 4-55ft. DOUBLE TEE SPA | 1987 | 34.50544167 | -96.35935278 | 220.144 | 33.136 | — | 4 | 0 | 2 | 30.84 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21097 BRKEY
21703 NBI No.
21703 On Under
1 Structure No.
1508 0276 X Control No.
008 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 31 Feature Intersected
CLEAR BOGGY CREEK O'FLOW Division
03 County
029 Location
2.8 MI E SH48 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1987 ADT Total
620 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
30.84 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
220.144 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
19.883878 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
21703 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-55ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1508 0276 X H Index
94.6638 Latitude
34:30:19.59 Longitude
-96:21:33.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21703 Vault Link
http://plansrv1/bridgemaintvault/b21703 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.50544167 Longitude DD
-96.35935278 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21097 x
-10726674.084639 y
4096874.10227889 |