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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| 28576 | 5507 0590NXR | 28576 | — | I-44 WB RAMP | DRAINAGE DITCH | 5507 0570NX | 2-(2-60ft. CONT. CONC. BOX GIRDER SPANS) & 6- 65ft. P.C. BM SPANS | 1978 | 35.52323611 | -97.54045556 | 632 | 25 | — | 6 | 99 | 1 | 22 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 39200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29130 BRKEY
28576 NBI No.
28576 On Under
1 Structure No.
5507 0590NXR Control No.
007 Lane Ind.
N Milepoint
05900 Facility Carried
I-44 WB RAMP Feature Intersected
DRAINAGE DITCH Division
04 County
109 Location
5.6N OF I-40(BELLE ISLE Sufficiency
79 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
22 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1978 ADT Total
39200 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
6 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
632 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
62720 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1602 Min Measured Clearance
1602 NBI Rating
28576 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.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-(2-60ft. CONT. CONC. BOX GIRDER SPANS) & 6- 65ft. P.C. BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5507 0570NX H Index
93.1499 Latitude
35:31:23.65 Longitude
-97:32:25.64 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 WB OFF-RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28576 Vault Link
http://plansrv1/bridgemaintvault/b28576 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.52323611 Longitude DD
-97.54045556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29130 x
-10858153.8446831 y
4235216.15173182 |
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| 28575 | 5505 0291NX | 28575 | — | SW 29TH ST | I-44 UNDER | 5505 0291 X | 2-106ft. CONT PLATE GIRDER SPANS W/5ft. SIDEWALK N. & MEDIAN | 1972 | 35.435 | -97.569444 | 217.001 | 47.917 | — | 2 | 0 | 3 | 36.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29129 BRKEY
28575 NBI No.
28575 On Under
1 Structure No.
5505 0291NX Control No.
Lane Ind.
Milepoint
Facility Carried
SW 29TH ST Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.9 MI N I-240 Sufficiency
78 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
92.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1972 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
28.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
217.001 Deck Width
47.917 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1801 Min Measured Clearance
1608 NBI Rating
28575 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
5 Rt. Curb SW
5 Description
2-106ft. CONT PLATE GIRDER SPANS W/5ft. SIDEWALK N. & MEDIAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0291 X H Index
84.265 Latitude
35:26:06 Longitude
-97:34:10 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
S.W. 29TH ST (W.B.) 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
28575 Vault Link
http://plansrv1/bridgemaintvault/b28575 GIS FO/SD
FO H Inv. Method
25 Latitude DD
35.435 Longitude DD
-97.569444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
29129 x
-10861380.8230628 y
4223154.16741018 |
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| 28574 | 3532 0658 X | 28574 | — | S.H. 99 | BLUE RIVER | -1 | 70ft.-120ft.-100ft. TYPE IV-J-IV PCB SPAN W/40ft. CL. RDY. & TR-4 RAIL | 2009 | 34.45395278 | -96.63566667 | 290.499 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Satisfactory (6) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29128 BRKEY
28574 NBI No.
28574 On Under
1 Structure No.
3532 0658 X Control No.
032 Lane Ind.
Milepoint
06580 Facility Carried
S.H. 99 Feature Intersected
BLUE RIVER Division
03 County
069 Location
3.8MI. S. OF PONTOTOC C/L Sufficiency
92.9 Kind Hwy
3 Level Service
1 Route No.
00099 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
2009 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
290.499 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
9 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
67.000001 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
28574 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-120ft.-100ft. TYPE IV-J-IV PCB SPAN W/40ft. CL. RDY. & TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4745 Latitude
34:27:14.23 Longitude
-96:38:08.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28574 Vault Link
http://plansrv1/bridgemaintvault/b28574 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.45395278 Longitude DD
-96.63566667 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29128 x
-10757433.2061729 y
4089920.89259124 |
|||||||||||||||||||||||||||||||||||||
| 28485 | 2032 0735 X | 28485 | — | S.H. 54 | DEER CREEK | -1 | 90ft.-90ft.-70ft. P/S CONC. BEAM SPANS | 2011 | 35.62722222 | -98.72083333 | 250 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29126 BRKEY
28485 NBI No.
28485 On Under
1 Structure No.
2032 0735 X Control No.
032 Lane Ind.
Milepoint
07350 Facility Carried
S.H. 54 Feature Intersected
DEER CREEK Division
05 County
039 Location
8.2MI.N JCT. I-40 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
23.999941 School Bus Rte.
2 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
28485 ODOT County
20 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
90ft.-90ft.-70ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
88.4665 Latitude
35:37:38 Longitude
-98:43:15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
28485 Vault Link
http://plansrv1/bridgemaintvault/b28485 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.62722222 Longitude DD
-98.72083333 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29126 x
-10989552.8969832 y
4249448.21726466 |
|||||||||||||||||||||||||||||||||||||
| 28484 | 2032 0599 X | 28484 | — | S.H. 54 | HORSE CREEK | -1 | 90ft.-90ft.-70ft. P/S CONC. BEAM SPANS | 2011 | 35.6075 | -98.72083333 | 250 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29125 BRKEY
28484 NBI No.
28484 On Under
1 Structure No.
2032 0599 X Control No.
032 Lane Ind.
Milepoint
05990 Facility Carried
S.H. 54 Feature Intersected
HORSE CREEK Division
05 County
039 Location
6.8MI.N. JCT. I-40 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
23.999941 School Bus Rte.
2 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
28484 ODOT County
20 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
90ft.-90ft.-70ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
89.1826 Latitude
35:36:27 Longitude
-98:43:15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
28484 Vault Link
http://plansrv1/bridgemaintvault/b28484 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.6075 Longitude DD
-98.72083333 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29125 x
-10989552.8969832 y
4246747.51387344 |
|||||||||||||||||||||||||||||||||||||
| 28481 | 7602 0765 X | 28481 | — | U.S. 64 | WEST MOCCASIN CREEK | -1 | 4-95ft. P.C. BEAM 30 DEG. RF SKEW | 2009 | 36.841517 | -99.181769 | 380 | 42 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29122 BRKEY
28481 NBI No.
28481 On Under
1 Structure No.
7602 0765 X Control No.
002 Lane Ind.
Milepoint
07650 Facility Carried
U.S. 64 Feature Intersected
WEST MOCCASIN CREEK Division
06 County
151 Location
8.1MI.E. HARPER CO. Sufficiency
94.3 Kind Hwy
2 Level Service
1 Route No.
00064 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
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 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
380 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
6 Super Rating
7 Sub Rating
7 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
3 HS Operating Rating
86.3 HS Inv. Rating Method
3 HS Inv. Method
49.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
67.700001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28481 ODOT County
76 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
4-95ft. P.C. BEAM 30 DEG. RF SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.29 Latitude
36:50:29.46 Longitude
-99:10:54.37 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
28481 Vault Link
http://plansrv1/bridgemaintvault/b28481 GIS FO/SD
Meets Standards H Inv. Method
49.4 Latitude DD
36.841517 Longitude DD
-99.181769 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29122 x
-11040864.0210561 y
4417039.26318527 |
|||||||||||||||||||||||||||||||||||||
| 28573 | 1937T3432 X | 28573 | — | TURNER TP (I-44) | S.H. 166 / R.R. UNDER | -1 | 105ft. -135ft. -105ft. -75ft. STEEL GIRDER SPANS, SK 64 LF | 2006 | 36.01491667 | -96.10082778 | 420 | 121.001 | — | 4 | 26 | 4 | 116.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.1 | Fair (5) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 26300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29109 BRKEY
28573 NBI No.
28573 On Under
1 Structure No.
1937T3432 X Control No.
037 Lane Ind.
Milepoint
34320 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 166 / R.R. UNDER Division
08 County
037 Location
81.4MI.NE JCT. I-35 Sufficiency
67.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
57.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2006 ADT Total
26300 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
4 Road Width
116.001 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
420 Deck Width
121.001 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
7 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
41.7 HS Inv. Rating Method
3 HS Inv. Method
25 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
42080 Future ADT Year
2042 Bypass Detour
99.900001 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2101 Max Measured Clearance
2106 Min Measured Clearance
2103 NBI Rating
28573 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft. -135ft. -105ft. -75ft. STEEL GIRDER SPANS, SK 64 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
82.9294 Latitude
36:00:53.7 Longitude
-96:06:02.98 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
81.40 NBI Text
28573 Vault Link
http://plansrv1/bridgemaintvault/b28573 GIS FO/SD
Meets Standards H Inv. Method
23.8 Latitude DD
36.01491667 Longitude DD
-96.10082778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29109 x
-10697895.2132817 y
4302674.07699805 |
|||||||||||||||||||||||||||||||||||||
| 28480 | 7602 0582 X | 28480 | — | U.S. 64 | SAND CREEK | -1 | 4-95ft. P.C. BEAM 30 DEG. RF SKEW | 2009 | 36.84085 | -99.213708 | 380 | 42.201 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29103 BRKEY
28480 NBI No.
28480 On Under
1 Structure No.
7602 0582 X Control No.
002 Lane Ind.
Milepoint
05820 Facility Carried
U.S. 64 Feature Intersected
SAND CREEK Division
06 County
151 Location
6.3MI.E. HARPER CO. Sufficiency
89.1 Kind Hwy
2 Level Service
1 Route No.
00064 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
2009 ADT Total
890 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 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
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
380 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
86.3 HS Inv. Rating Method
3 HS Inv. Method
49.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1424 Future ADT Year
2042 Bypass Detour
67.700001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28480 ODOT County
76 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-95ft. P.C. BEAM 30 DEG. RF SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3278 Latitude
36:50:27.06 Longitude
-99:12:49.35 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
28480 Vault Link
http://plansrv1/bridgemaintvault/b28480 GIS FO/SD
Meets Standards H Inv. Method
49.4 Latitude DD
36.84085 Longitude DD
-99.213708 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29103 x
-11044419.4542725 y
4416946.48542029 |
|||||||||||||||||||||||||||||||||||||
| 28479 | 4204 1287 X | 28479 | — | U.S. 77 | BEAVER CREEK | -1 | 3-100ft. TYPE IV P.C. BEAM SPANS W/ INTEGRAL ABUTS & TR-4 RAILS | 2008 | 36.05085833 | -97.40684444 | 300 | 42.201 | — | 3 | 0 | 2 | 40.01 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | 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) | C | 700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29102 BRKEY
28479 NBI No.
28479 On Under
1 Structure No.
4204 1287 X Control No.
004 Lane Ind.
Milepoint
12870 Facility Carried
U.S. 77 Feature Intersected
BEAVER CREEK Division
04 County
083 Location
13MI.N. JCT. S.H.33 Sufficiency
98.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.01 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
2008 ADT Total
700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.01 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.011 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 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
88 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1120 Future ADT Year
2042 Bypass Detour
21.099999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28479 ODOT County
42 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
3-100ft. TYPE IV P.C. BEAM SPANS W/ INTEGRAL ABUTS & TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7827 Latitude
36:03:03.09 Longitude
-97:24:24.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 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
28479 Vault Link
http://plansrv1/bridgemaintvault/b28479 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.05085833 Longitude DD
-97.40684444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29102 x
-10843280.3228404 y
4307621.65826731 |
|||||||||||||||||||||||||||||||||||||
| 28478 | 4224 0160 X | 28478 | — | S.H. 74C | WOLF CREEK | -1 | 2-12ft. X 10ft. X 54ft. RCB | 2007 | 35.95664167 | -97.56669444 | 24.898 | 0 | — | 2 | 5 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29101 BRKEY
28478 NBI No.
28478 On Under
1 Structure No.
4224 0160 X Control No.
024 Lane Ind.
Milepoint
01600 Facility Carried
S.H. 74C Feature Intersected
WOLF CREEK Division
04 County
083 Location
1.7MI.E. JCT. S.H.74 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
0074C Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2007 ADT Total
700 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.898 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1120 Future ADT Year
2042 Bypass Detour
11.99997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28478 ODOT County
42 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
2-12ft. X 10ft. X 54ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5526 Latitude
35:57:23.91 Longitude
-97:34:00.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74C Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28478 Vault Link
http://plansrv1/bridgemaintvault/b28478 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.95664167 Longitude DD
-97.56669444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29101 x
-10861074.7434437 y
4294656.97161947 |
|||||||||||||||||||||||||||||||||||||
| 28477 | 2706 0110 X | 28477 | — | U.S. 64 | CREEK | -1 | 4-50ft. TYPE II P.C.B. SPANS W/ TR4 RAILS & INTEGRAL ABUTS | 2008 | 36.666075 | -98.08959444 | 200.499 | 42.169 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29100 BRKEY
28477 NBI No.
28477 On Under
1 Structure No.
2706 0110 X Control No.
006 Lane Ind.
Milepoint
01100 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
1.1MI.E. ALFALFA C/L Sufficiency
95.2 Kind Hwy
2 Level Service
1 Route No.
00064 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
2008 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 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
200.499 Deck Width
42.169 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
9 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
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
26.100001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28477 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-50ft. TYPE II P.C.B. SPANS W/ TR4 RAILS & INTEGRAL ABUTS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5993 Latitude
36:39:57.87 Longitude
-98:05:22.54 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
28477 Vault Link
http://plansrv1/bridgemaintvault/b28477 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.666075 Longitude DD
-98.08959444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29100 x
-10919283.7051795 y
4392663.59564391 |
|||||||||||||||||||||||||||||||||||||
| 28476 | 0906 0494 X | 28476 | — | S.H. 66 | PURCELL CREEK | -1 | 40-60-40 CONT. I-BEAM SPANS W/ INTEGRAL ABUTS. | 2008 | 35.507775 | -97.84889167 | 140 | 129.747 | — | 3 | 0 | 5 | 127.579 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29099 BRKEY
28476 NBI No.
28476 On Under
1 Structure No.
0906 0494 X Control No.
006 Lane Ind.
Milepoint
04940 Facility Carried
S.H. 66 Feature Intersected
PURCELL CREEK Division
04 County
017 Location
5.0MI.E. JCT. U.S.81 Sufficiency
94.5 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
2008 ADT Total
6200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
127.579 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
140 Deck Width
129.747 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
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
11.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28476 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
40-60-40 CONT. I-BEAM SPANS W/ INTEGRAL ABUTS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
83.09 Latitude
35:30:27.99 Longitude
-97:50:56.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 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
28476 Vault Link
http://plansrv1/bridgemaintvault/b28476 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.507775 Longitude DD
-97.84889167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29099 x
-10892488.7953906 y
4233101.64190417 |
|||||||||||||||||||||||||||||||||||||
| 28475 | 0928 0082 X | 28475 | — | S.H. 4 | CREEK | -1 | 3-10ft. X 6ft. X 58ft. RCB W/ 4ft. CURTAIN WALLS SK30 DEG. RF | 2008 | 35.51995556 | -97.74241389 | 37.001 | 150 | — | 3 | 30 | 2 | 58.002 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29098 BRKEY
28475 NBI No.
28475 On Under
1 Structure No.
0928 0082 X Control No.
028 Lane Ind.
Milepoint
00820 Facility Carried
S.H. 4 Feature Intersected
CREEK Division
04 County
017 Location
0.8MI.N. JCT. S.H.66 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
58.002 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
2008 ADT Total
4300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
58.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
150 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6880 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28475 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 58ft. RCB W/ 4ft. CURTAIN WALLS SK30 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0473 Latitude
35:31:11.84 Longitude
-97:44:32.69 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
28475 Vault Link
http://plansrv1/bridgemaintvault/b28475 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.51995556 Longitude DD
-97.74241389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
29098 x
-10880635.7431402 y
4234767.45940002 |
|||||||||||||||||||||||||||||||||||||
| 28756 | 2720 0279 X | 28756 | — | S.H. 132 | SALT FORK ARKANSAS RIVER | -1 | 7-100ft. TYPE IV PCB SPANS | 2009 | 36.70049167 | -98.04662222 | 701.667 | 42.201 | — | 7 | 0 | 2 | 40.049 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29093 BRKEY
28756 NBI No.
28756 On Under
1 Structure No.
2720 0279 X Control No.
020 Lane Ind.
Milepoint
02790 Facility Carried
S.H. 132 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
053 Location
2.8N JCT U.S. 64/S.H. 132 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.049 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
2009 ADT Total
300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 Road Width
40.049 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
701.667 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
480 Future ADT Year
2042 Bypass Detour
29.799926 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28756 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-100ft. TYPE IV PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9125 Latitude
36:42:01.77 Longitude
-98:02:47.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 132 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
28756 Vault Link
http://plansrv1/bridgemaintvault/b28756 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.70049167 Longitude DD
-98.04662222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29093 x
-10914500.0595309 y
4397441.00873228 |
|||||||||||||||||||||||||||||||||||||
| 28755 | 4204 0777 X | 28755 | — | U.S. 77 | CREEK | -1 | 1-20ft. X 13ft. RCB SK 20 DEG LF W/ 5ft. DROP INLET & 4ft. CURTAIN WALLS | 2009 | 35.98423056 | -97.41773333 | 21.3 | 0 | — | 1 | 20 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29092 BRKEY
28755 NBI No.
28755 On Under
1 Structure No.
4204 0777 X Control No.
004 Lane Ind.
Milepoint
07770 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
083 Location
7.9N JCT S.H. 33/U.S. 77 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
48.002 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
2009 ADT Total
650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.3 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1040 Future ADT Year
2042 Bypass Detour
21.099947 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28755 ODOT County
42 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
1-20ft. X 13ft. RCB SK 20 DEG LF W/ 5ft. DROP INLET & 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.76 Latitude
35:59:03.23 Longitude
-97:25:03.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28755 Vault Link
http://plansrv1/bridgemaintvault/b28755 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.98423056 Longitude DD
-97.41773333 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29092 x
-10844492.4685305 y
4298451.73831039 |
|||||||||||||||||||||||||||||||||||||
| 28655 | 1904 2105 X | 28655 | — | S.H. 66 | ROCK CREEK | -1 | 80ft.-100ft.-100ft. TYPE IV PC BM SPANS X 64ft. CLR. RDY | 2008 | 35.99301667 | -96.13707778 | 281.001 | 66.001 | — | 3 | 0 | 4 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29087 BRKEY
28655 NBI No.
28655 On Under
1 Structure No.
1904 2105 X Control No.
004 Lane Ind.
Milepoint
21050 Facility Carried
S.H. 66 Feature Intersected
ROCK CREEK Division
08 County
037 Location
W. EDGE OF SAPULPA Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.999 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
2008 ADT Total
10200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
281.001 Deck Width
66.001 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
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
112 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16320 Future ADT Year
2042 Bypass Detour
5.000001 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
28655 ODOT County
19 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
0 Rt. Curb SW
0 Description
80ft.-100ft.-100ft. TYPE IV PC BM SPANS X 64ft. CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2274 Latitude
35:59:34.86 Longitude
-96:08:13.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 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
28655 Vault Link
http://plansrv1/bridgemaintvault/b28655 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.99301667 Longitude DD
-96.13707778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29087 x
-10701930.5448229 y
4299660.51914565 |
|||||||||||||||||||||||||||||||||||||
| 28654 | 1904 2138 X | 28654 | — | S.H. 66 | ROCK CREEK O'FLOW | -1 | 5-25ft. CONC. SLAB SPANS X 64ft. CLR. RDY | 2008 | 35.99418056 | -96.13135833 | 125 | 66.001 | — | 5 | 0 | 4 | 63.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29086 BRKEY
28654 NBI No.
28654 On Under
1 Structure No.
1904 2138 X Control No.
004 Lane Ind.
Milepoint
21380 Facility Carried
S.H. 66 Feature Intersected
ROCK CREEK O'FLOW Division
08 County
037 Location
W. EDGE OF SAPULPA Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.999 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
2008 ADT Total
10200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
63.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
66.001 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
7 Sub Rating
7 Chan. Rating
8 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
76 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16320 Future ADT Year
2042 Bypass Detour
5.000001 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
28654 ODOT County
19 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
0 Rt. Curb SW
0 Description
5-25ft. CONC. SLAB SPANS X 64ft. CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7203 Latitude
35:59:39.05 Longitude
-96:07:52.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28654 Vault Link
http://plansrv1/bridgemaintvault/b28654 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.99418056 Longitude DD
-96.13135833 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29086 x
-10701293.8585613 y
4299820.65561698 |
|||||||||||||||||||||||||||||||||||||
| 28474 | 5210 1169 X | 28474 | — | U.S. 77 | RED ROCK CREEK | -1 | 55ft. -110-110-110-110ft. P.C. BEAM SPANS | 2009 | 36.45724444 | -97.27930833 | 498.478 | 42.169 | — | 5 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | 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) | C | 570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29079 BRKEY
28474 NBI No.
28474 On Under
1 Structure No.
5210 1169 X Control No.
010 Lane Ind.
Milepoint
11690 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
11.7MI.N. JCT. U.S.64 Sufficiency
93.1 Kind Hwy
2 Level Service
1 Route No.
00077 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
2009 ADT Total
570 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
498.478 Deck Width
42.169 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
8 Sub Rating
7 Chan. Rating
8 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
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
912 Future ADT Year
2042 Bypass Detour
26.400001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28474 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft. -110-110-110-110ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.718 Latitude
36:27:26.08 Longitude
-97:16:45.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 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
28474 Vault Link
http://plansrv1/bridgemaintvault/b28474 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.45724444 Longitude DD
-97.27930833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29079 x
-10829083.0680175 y
4363721.28015803 |
|||||||||||||||||||||||||||||||||||||
| 28473 | 5210 1115 X | 28473 | — | U.S. 77 | RED ROCK CREEK O'FLOW | -1 | 10-50ft. P.C. BEAM SPANS W/ TR-4 RAILS | 2009 | 36.44989444 | -97.28227222 | 501.667 | 42.169 | — | 10 | 0 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29078 BRKEY
28473 NBI No.
28473 On Under
1 Structure No.
5210 1115 X Control No.
010 Lane Ind.
Milepoint
11150 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
11.2MI.N.JCT. U.S.64 Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 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
2009 ADT Total
570 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
10 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
501.667 Deck Width
42.169 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
9 Sub Rating
8 Chan. Rating
8 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
56 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
912 Future ADT Year
2042 Bypass Detour
26.600001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28473 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-50ft. P.C. BEAM SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.923 Latitude
36:26:59.62 Longitude
-97:16:56.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 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
28473 Vault Link
http://plansrv1/bridgemaintvault/b28473 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.44989444 Longitude DD
-97.28227222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29078 x
-10829413.006743 y
4362704.04905999 |
|||||||||||||||||||||||||||||||||||||
| 28472 | 5220 0066 X | 28472 | — | S.H. 15 | CREEK | -1 | 30-50-30 TYPE II PCB SPAN W/ TR-4 RAILS | 2008 | 36.46345 | -97.27091111 | 110 | 42.329 | — | 3 | 0 | 2 | 40.01 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29077 BRKEY
28472 NBI No.
28472 On Under
1 Structure No.
5220 0066 X Control No.
020 Lane Ind.
Milepoint
00660 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
04 County
103 Location
0.7MI.E. JCT U.S.77 Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.01 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
2008 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.01 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.01 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
110 Deck Width
42.329 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
640 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28472 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30-50-30 TYPE II PCB SPAN W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.8454 Latitude
36:27:48.42 Longitude
-97:16:15.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 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
28472 Vault Link
http://plansrv1/bridgemaintvault/b28472 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.46345 Longitude DD
-97.27091111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29077 x
-10828148.293763 y
4364580.19720839 |
|||||||||||||||||||||||||||||||||||||
| 28471 | 6240 1280 X | 28471 | — | S.H. 99 | JACK FORK CREEK | -1 | 40ft.-85ft.-40ft. TYPE II-IV-II PC BEAM SPANS X 40ft. CLR RDWY W/ TR4 CONC. TRAFFIC RAIL NO SKEW | 2007 | 34.68541389 | -96.63479444 | 165.499 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29076 BRKEY
28471 NBI No.
28471 On Under
1 Structure No.
6240 1280 X Control No.
040 Lane Ind.
Milepoint
12800 Facility Carried
S.H. 99 Feature Intersected
JACK FORK CREEK Division
03 County
123 Location
3.5MI.S. JCT. S.H.3 Sufficiency
86.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2007 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
52.3 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
71.619818 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
28471 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
40ft.-85ft.-40ft. TYPE II-IV-II PC BEAM SPANS X 40ft. CLR RDWY W/ TR4 CONC. TRAFFIC RAIL NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0547 Latitude
34:41:07.49 Longitude
-96:38:05.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28471 Vault Link
http://plansrv1/bridgemaintvault/b28471 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
34.68541389 Longitude DD
-96.63479444 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29076 x
-10757336.1099735 y
4121211.9033339 |
|||||||||||||||||||||||||||||||||||||
| 28754 | 4204 0707 X | 28754 | — | U.S. 77 | SKELETON CREEK | -1 | 2-95ft. TYPE IV PCB SPANS & 1-125ft. TYPE J SPAN SK 30 DEG. LF | 2009 | 35.98043611 | -97.42502222 | 316.667 | 42.402 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | 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) | C | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29073 BRKEY
28754 NBI No.
28754 On Under
1 Structure No.
4204 0707 X Control No.
004 Lane Ind.
Milepoint
07070 Facility Carried
U.S. 77 Feature Intersected
SKELETON CREEK Division
04 County
083 Location
7.2N JCT S.H. 33/U.S. 77 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00077 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
2009 ADT Total
650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
316.667 Deck Width
42.402 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
1040 Future ADT Year
2042 Bypass Detour
21.099947 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28754 ODOT County
42 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
2-95ft. TYPE IV PCB SPANS & 1-125ft. TYPE J SPAN SK 30 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.669 Latitude
35:58:49.57 Longitude
-97:25:30.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 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
28754 Vault Link
http://plansrv1/bridgemaintvault/b28754 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.98043611 Longitude DD
-97.42502222 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29073 x
-10845303.8640538 y
4297929.74475568 |
|||||||||||||||||||||||||||||||||||||
| 28653 | 1904 2197 X | 28653 | — | S.H. 66 | CREEK | -1 | 2-10ft. X 5ft. X 75ft. RCB | 2008 | 35.99820556 | -96.122025 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29067 BRKEY
28653 NBI No.
28653 On Under
1 Structure No.
1904 2197 X Control No.
004 Lane Ind.
Milepoint
21970 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
W. EDGE OF SAPULPA Sufficiency
80.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 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
2008 ADT Total
9600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15360 Future ADT Year
2042 Bypass Detour
5.000001 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
28653 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 75ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:59:53.54 Longitude
-96:07:19.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28653 Vault Link
http://plansrv1/bridgemaintvault/b28653 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.99820556 Longitude DD
-96.122025 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29067 x
-10700254.8770183 y
4300374.46267669 |
|||||||||||||||||||||||||||||||||||||
| 28652 | 2006 0285 X | 28652 | — | U.S. 183 | GNBC R.R. UNDER | -1 | 46ft.-77ft.-66ft. P/S CONC. BEAM SPANS, SK 25 DEG. R.F. | 2009 | 35.50418056 | -98.964725 | 186.001 | 67.001 | — | 3 | 25 | 2 | 63.501 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29066 BRKEY
28652 NBI No.
28652 On Under
1 Structure No.
2006 0285 X Control No.
006 Lane Ind.
Milepoint
02850 Facility Carried
U.S. 183 Feature Intersected
GNBC R.R. UNDER Division
05 County
039 Location
2.9 MI N WASHITA C/L Sufficiency
93.2 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
63.501 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2009 ADT Total
7400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
25 No. Main Spans
3 Road Width
63.501 Ref. Underclearance Rt.
R Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
86.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
186.001 Deck Width
67.001 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11840 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28652 ODOT County
20 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
0 Lft. Curb SW
99.99 Rt. Curb SW
99.99 Description
46ft.-77ft.-66ft. P/S CONC. BEAM SPANS, SK 25 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6714 Latitude
35:30:15.05 Longitude
-98:57:53.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 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
28652 Vault Link
http://plansrv1/bridgemaintvault/b28652 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.50418056 Longitude DD
-98.964725 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29066 x
-11016702.7934963 y
4232610.11336375 |
|||||||||||||||||||||||||||||||||||||
| 28651 | 4306 2013 X | 28651 | — | S.H. 32 | ROCK CREEK | -1 | 65ft.-120ft.-65ft. P.C. BM; 40ft. CLR. RDY. | 2009 | 33.94023056 | -97.21071111 | 250.499 | 42.159 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29065 BRKEY
28651 NBI No.
28651 On Under
1 Structure No.
4306 2013 X Control No.
006 Lane Ind.
Milepoint
20130 Facility Carried
S.H. 32 Feature Intersected
ROCK CREEK Division
07 County
085 Location
4.6MI.W. OF JCT. US-77 Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250.499 Deck Width
42.159 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
45 HS Inv. Rating Method
3 HS Inv. Method
35 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 Future ADT Year
2042 Bypass Detour
39 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
28651 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-120ft.-65ft. P.C. BM; 40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4622 Latitude
33:56:24.83 Longitude
-97:12:38.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
28651 Vault Link
http://plansrv1/bridgemaintvault/b28651 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
33.94023056 Longitude DD
-97.21071111 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29065 x
-10821446.8604172 y
4020779.27137799 |
|||||||||||||||||||||||||||||||||||||
| 28464 | 6220 0954 X | 28464 | — | S.H. 48 | MUDDY BOGGY CREEK | -1 | 45ft.-70ft.-50ft. PCBEAM SPANS, 32ft. CLR.RDY. W/ TR-4 CONCRETE RAIL | 2008 | 34.80677222 | -96.42303611 | 170.6 | 34.199 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29051 BRKEY
28464 NBI No.
28464 On Under
1 Structure No.
6220 0954 X Control No.
020 Lane Ind.
Milepoint
09540 Facility Carried
S.H. 48 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
123 Location
9.6 N OF COAL C/L Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.6 Deck Width
34.199 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
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.2 HS Inv. Rating Method
3 HS Inv. Method
37.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
960 Future ADT Year
2042 Bypass Detour
29.799999 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
28464 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
45ft.-70ft.-50ft. PCBEAM SPANS, 32ft. CLR.RDY. W/ TR-4 CONCRETE RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0563 Latitude
34:48:24.38 Longitude
-96:25:22.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 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
28464 Vault Link
http://plansrv1/bridgemaintvault/b28464 GIS FO/SD
Meets Standards H Inv. Method
37.1 Latitude DD
34.80677222 Longitude DD
-96.42303611 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29051 x
-10733763.2805066 y
4137653.1664003 |
|||||||||||||||||||||||||||||||||||||
| 28463 | 5418 1564 X | 28463 | — | S.H. 56 | NUYAKA CREEK O'FLOW | -1 | 70ft. TYPE II PCB SPAN W/ 40ft. CLR.RDY. | 2008 | 35.59535 | -96.21485556 | 70.6 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 460 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29050 BRKEY
28463 NBI No.
28463 On Under
1 Structure No.
5418 1564 X Control No.
018 Lane Ind.
Milepoint
15640 Facility Carried
S.H. 56 Feature Intersected
NUYAKA CREEK O'FLOW Division
03 County
107 Location
15.6 NE OF JCT U.S. 62 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
460 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
70.6 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
8 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
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
736 Future ADT Year
2042 Bypass Detour
37.299999 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
28463 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft. TYPE II PCB SPAN W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8496 Latitude
35:35:43.26 Longitude
-96:12:53.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 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
28463 Vault Link
http://plansrv1/bridgemaintvault/b28463 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.59535 Longitude DD
-96.21485556 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29050 x
-10710588.7276876 y
4245084.05964133 |
|||||||||||||||||||||||||||||||||||||
| 28462 | 5418 1578 X | 28462 | — | S.H. 56 | NUYAKA CREEK | -1 | 70ft.-100ft.-70ft. TYPE III-IV-III PCB SPANS W/ 40ft. CLR.RDY. | 2007 | 35.59535278 | -96.21243333 | 240.6 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 470 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29031 BRKEY
28462 NBI No.
28462 On Under
1 Structure No.
5418 1578 X Control No.
018 Lane Ind.
Milepoint
15780 Facility Carried
S.H. 56 Feature Intersected
NUYAKA CREEK Division
03 County
107 Location
15.8 NE OF JCT U.S. 62 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2007 ADT Total
470 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240.6 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
9 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
67 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
752 Future ADT Year
2042 Bypass Detour
37.299999 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
28462 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-100ft.-70ft. TYPE III-IV-III PCB SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5387 Latitude
35:35:43.27 Longitude
-96:12:44.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 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
28462 Vault Link
http://plansrv1/bridgemaintvault/b28462 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.59535278 Longitude DD
-96.21243333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29031 x
-10710319.0862774 y
4245084.44022173 |
|||||||||||||||||||||||||||||||||||||
| 28457 | 5706 0651 X | 28457 | — | U.S. 60 | CEDAR CREEK | -1 | 50ft.-95ft. PCB SPAN W/44ft. CL.RDWY.W/TR4 RAIL | 2009 | 36.74960833 | -96.27826111 | 146.001 | 46.001 | — | 2 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Very good (8) | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29026 BRKEY
28457 NBI No.
28457 On Under
1 Structure No.
5706 0651 X Control No.
006 Lane Ind.
Milepoint
06510 Facility Carried
U.S. 60 Feature Intersected
CEDAR CREEK Division
08 County
113 Location
1.5E OF S.H.99 ON U.S.60 Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2009 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
146.001 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.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.6 HS Inv. Rating Method
3 HS Inv. Method
40.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
36.000001 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
28457 ODOT County
57 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
0 Rt. Curb SW
0 Description
50ft.-95ft. PCB SPAN W/44ft. CL.RDWY.W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6326 Latitude
36:44:58.59 Longitude
-96:16:41.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
28457 Vault Link
http://plansrv1/bridgemaintvault/b28457 GIS FO/SD
Meets Standards H Inv. Method
40.2 Latitude DD
36.74960833 Longitude DD
-96.27826111 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29026 x
-10717647.001227 y
4404262.64878396 |
|||||||||||||||||||||||||||||||||||||
| 28741 | 4134 1530 X | 28741 | — | S.H. 18 | TURNER TP (I-44) UNDER | -1 | 113.5ft. -133ft. TYPE J P.C. BM. SPANS W/ 40ft. CLR. RDWY & SKEWED 12.77 RF | 2009 | 35.71871389 | -96.88443333 | 250 | 40 | — | 2 | 13 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | 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 | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29024 BRKEY
28741 NBI No.
28741 On Under
1 Structure No.
4134 1530 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 18 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
1.2 MI. N. SH 66 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
2009 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
13 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
36.001 Underclearance Left
36.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5440 Future ADT Year
2042 Bypass Detour
1.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28741 ODOT County
41 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
113.5ft. -133ft. TYPE J P.C. BM. SPANS W/ 40ft. CLR. RDWY & SKEWED 12.77 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8525 Latitude
35:43:07.37 Longitude
-96:53:03.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 18 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31.60 NBI Text
28741 Vault Link
http://plansrv1/bridgemaintvault/b28741 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.71871389 Longitude DD
-96.88443333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29024 x
-10785125.7840905 y
4261985.54553738 |
|||||||||||||||||||||||||||||||||||||
| 28740 | 7314 0883SX | 28740 | — | S.H. 51 EB | VERDIGRIS RIVER | -1 | 94ft.-205ft.-245ft.-166ft.-94ft. COMBINATION PC BEAM / PLATE STEEL GIRDER | 2011 | 35.95511111 | -95.49586944 | 803.999 | 40 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.5 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29023 BRKEY
28740 NBI No.
28740 On Under
1 Structure No.
7314 0883SX Control No.
014 Lane Ind.
S Milepoint
08830 Facility Carried
S.H. 51 EB Feature Intersected
VERDIGRIS RIVER Division
01 County
145 Location
9.2 MI E JCT SH-72 Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
2011 ADT Total
4950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
803.999 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
40.8 HS Inv. Rating Method
3 HS Inv. Method
31.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28740 ODOT County
73 Nav. Control
1 Nav. HC
192.799 Lft. Br. Nav. Cl.
0 Nav. VC
51.837 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
94ft.-205ft.-245ft.-166ft.-94ft. COMBINATION PC BEAM / PLATE STEEL GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.7052 Latitude
35:57:18.4 Longitude
-95:29:45.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 EB 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
28740 Vault Link
http://plansrv1/bridgemaintvault/b28740 GIS FO/SD
Meets Standards H Inv. Method
31.4 Latitude DD
35.95511111 Longitude DD
-95.49586944 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29023 x
-10630551.5589217 y
4294446.48663029 |
|||||||||||||||||||||||||||||||||||||
| 28638 | 5804 0501 X | 28638 | — | U.S. 59 | CREEK | -1 | 2 - 12ft. X 8ft. X 86ft. RC BOX | 2008 | 36.87383611 | -94.97714722 | 27.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29016 BRKEY
28638 NBI No.
28638 On Under
1 Structure No.
5804 0501 X Control No.
004 Lane Ind.
Milepoint
05010 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
08 County
115 Location
5.1M. W. OF U.S. 69 Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00059 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
2008 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
40.000002 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
28638 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 12ft. X 8ft. X 86ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:52:25.81 Longitude
-94:58:37.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28638 Vault Link
http://plansrv1/bridgemaintvault/b28638 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.87383611 Longitude DD
-94.97714722 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29016 x
-10572807.6655282 y
4421535.72768323 |
|||||||||||||||||||||||||||||||||||||
| 28453 | 6824 0701 X | 28453 | — | S.H. 100 | TENKILLER/ILLINOIS RIVER | -1 | 90ft.3in.-90ft.-90ft.-90ft.3in. PCB SPANS W/ 40ft. CLR.RDY. | 2006 | 35.591631 | -95.041317 | 360.499 | 42.001 | — | 4 | 0 | 2 | 40.299 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | M | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29005 BRKEY
28453 NBI No.
28453 On Under
1 Structure No.
6824 0701 X Control No.
024 Lane Ind.
Milepoint
07010 Facility Carried
S.H. 100 Feature Intersected
TENKILLER/ILLINOIS RIVER Division
01 County
135 Location
8.5NE JCT S.H. 10 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.299 Bridge System
M Owner
70 - Corps of Engineers (Civil) Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2006 ADT Total
930 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40.299 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
360.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
77.933 HS Inv. Rating Method
1 HS Inv. Method
46.958 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28453 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.3in.-90ft.-90ft.-90ft.3in. PCB SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:35:29.87 Longitude
-95:02:28.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 100 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
28453 Vault Link
http://plansrv1/bridgemaintvault/b28453 GIS FO/SD
Meets Standards H Inv. Method
27.448 Latitude DD
35.591631 Longitude DD
-95.041317 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29005 x
-10579951.0127621 y
4244574.94252105 |
|||||||||||||||||||||||||||||||||||||
| 28542 | 1710 0735 X | 28542 | — | S.H. 5 | CREEK | -1 | 32ft. X 8ft. CONSPAN ARCH 66ft. LONG | 2008 | 34.3625 | -98.53277778 | 33.999 | 66.001 | — | 1 | 0 | 2 | 64 | 1 - Concrete | Arch — Thru (12) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Very good (8) | Not applicable (N) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28988 BRKEY
28542 NBI No.
28542 On Under
1 Structure No.
1710 0735 X Control No.
010 Lane Ind.
Milepoint
07350 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
7.4MI.E OF TILLMAN C/L Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2008 ADT Total
290 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
64 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
12 Length
33.999 Deck Width
66.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
464 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28542 ODOT County
17 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
32ft. X 8ft. CONSPAN ARCH 66ft. LONG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:21:45 Longitude
-98:31:58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
12 - Arch - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37 NBI Text
28542 Vault Link
http://plansrv1/bridgemaintvault/b28542 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.3625 Longitude DD
-98.53277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28988 x
-10968618.6489164 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 28541 | 1710 0395 X | 28541 | — | S.H. 5 | SANATAG CREEK | -1 | 48ft. X 11ft. CONSPAN ARCH 66ft. LONG | 2008 | 34.3625 | -98.5925 | 50 | 66.001 | — | 1 | 0 | 2 | 64 | 1 - Concrete | Arch — Thru (12) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Good (7) | Not applicable (N) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28987 BRKEY
28541 NBI No.
28541 On Under
1 Structure No.
1710 0395 X Control No.
010 Lane Ind.
Milepoint
03950 Facility Carried
S.H. 5 Feature Intersected
SANATAG CREEK Division
07 County
033 Location
4MI.E OF TILLMAN C/L Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2008 ADT Total
290 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
64 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
12 Length
50 Deck Width
66.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
464 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28541 ODOT County
17 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
48ft. X 11ft. CONSPAN ARCH 66ft. LONG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.0002 Latitude
34:21:45 Longitude
-98:35:33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
12 - Arch - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36 NBI Text
28541 Vault Link
http://plansrv1/bridgemaintvault/b28541 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.3625 Longitude DD
-98.5925 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28987 x
-10975266.8960358 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 28540 | 1710 0025 X | 28540 | — | S.H. 5 | BRUSH CREEK | -1 | 48ft. X 12ft. CONSPAN ARCH 66ft. LONG | 2008 | 34.36222222 | -98.6575 | 50 | 66.001 | — | 1 | 0 | 2 | 27.999 | 1 - Concrete | Arch — Thru (12) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Good (7) | Not applicable (N) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28986 BRKEY
28540 NBI No.
28540 On Under
1 Structure No.
1710 0025 X Control No.
010 Lane Ind.
Milepoint
00250 Facility Carried
S.H. 5 Feature Intersected
BRUSH CREEK Division
07 County
033 Location
0.2MI.E OF TILLMAN C/L Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2008 ADT Total
290 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
12 Length
50 Deck Width
66.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
464 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28540 ODOT County
17 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
48ft. X 12ft. CONSPAN ARCH 66ft. LONG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.0002 Latitude
34:21:44 Longitude
-98:39:27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
12 - Arch - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33 NBI Text
28540 Vault Link
http://plansrv1/bridgemaintvault/b28540 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.36222222 Longitude DD
-98.6575 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28986 x
-10982502.6629374 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 28539 | 1908 0709 X | 28539 | — | S.H. 75A | CHILDERS CREEK | -1 | 4-35ft. P.S.SLAB SPAN X 40ft. CLR. RDY | 2007 | 35.95611389 | -96.07199722 | 140 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28985 BRKEY
28539 NBI No.
28539 On Under
1 Structure No.
1908 0709 X Control No.
008 Lane Ind.
Milepoint
07090 Facility Carried
S.H. 75A Feature Intersected
CHILDERS CREEK Division
08 County
037 Location
7.2MI.N OF OKMULGEE C/L Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00075 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
14 - Other Principal Arterial (Urban) Year Built
2007 ADT Total
4900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 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
01 Length
140 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
20.000001 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
28539 ODOT County
19 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-35ft. P.S.SLAB SPAN X 40ft. CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7344 Latitude
35:57:22.01 Longitude
-96:04:19.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 75 A Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28539 Vault Link
http://plansrv1/bridgemaintvault/b28539 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.95611389 Longitude DD
-96.07199722 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28985 x
-10694685.8100232 y
4294584.39003316 |
|||||||||||||||||||||||||||||||||||||
| 28448 | 6512 0546 X | 28448 | — | S.H. 33 | CAFFEY CREEK | -1 | 3-45ft. P/S CONC. BEAM SPANS, SK. 30 DEG. LF | 2009 | 35.671275 | -99.583756 | 135 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28982 BRKEY
28448 NBI No.
28448 On Under
1 Structure No.
6512 0546 X Control No.
012 Lane Ind.
Milepoint
05460 Facility Carried
S.H. 33 Feature Intersected
CAFFEY CREEK Division
05 County
129 Location
5.4 MI. E. JCT. U.S. 283 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00033 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
2009 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
28.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64.9 HS Inv. Rating Method
3 HS Inv. Method
43.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
31 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
28448 ODOT County
65 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
3-45ft. P/S CONC. BEAM SPANS, SK. 30 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5574 Latitude
35:40:16.59 Longitude
-99:35:01.52 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
28448 Vault Link
http://plansrv1/bridgemaintvault/b28448 GIS FO/SD
Meets Standards H Inv. Method
43.3 Latitude DD
35.671275 Longitude DD
-99.583756 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28982 x
-11085613.0092016 y
4255483.0839876 |
|||||||||||||||||||||||||||||||||||||
| 28447 | 6512 0504 X | 28447 | — | S.H. 33 | WASHITA RIVER | -1 | 5-100ft. P/S CONC. BEAM SPANS, SK. 30 DEG. L.F. | 2009 | 35.67106389 | -99.59156111 | 500 | 42.001 | — | 5 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | 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 | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28981 BRKEY
28447 NBI No.
28447 On Under
1 Structure No.
6512 0504 X Control No.
012 Lane Ind.
Milepoint
05040 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
5.0 MI. E. JCT. U.S. 283 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00033 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
2009 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
28.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
500 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 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
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
79.2 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
31 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
28447 ODOT County
65 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
5-100ft. P/S CONC. BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4834 Latitude
35:40:15.83 Longitude
-99:35:29.62 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
28447 Vault Link
http://plansrv1/bridgemaintvault/b28447 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
35.67106389 Longitude DD
-99.59156111 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28981 x
-11086481.8700724 y
4255454.15572387 |
|||||||||||||||||||||||||||||||||||||
| 28446 | 6512 1460 X | 28446 | — | S.H. 33 | WASHITA RIVER | -1 | 70ft. -100ft. -70ft. P/S CONC. BEAM SPANS, SK. 35 DEG. R.F. | 2008 | 35.65049444 | -99.43064444 | 240 | 42.001 | — | 3 | 35 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28980 BRKEY
28446 NBI No.
28446 On Under
1 Structure No.
6512 1460 X Control No.
012 Lane Ind.
Milepoint
14600 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
3.4 MI W JCT S.H. 34 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00033 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
2008 ADT Total
850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 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
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.4 HS Inv. Rating Method
3 HS Inv. Method
38.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1360 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28446 ODOT County
65 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
70ft. -100ft. -70ft. P/S CONC. BEAM SPANS, SK. 35 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9016 Latitude
35:39:01.78 Longitude
-99:25:50.32 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
28446 Vault Link
http://plansrv1/bridgemaintvault/b28446 GIS FO/SD
Meets Standards H Inv. Method
38.5 Latitude DD
35.65049444 Longitude DD
-99.43064444 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28980 x
-11068568.7083078 y
4252635.90436636 |
|||||||||||||||||||||||||||||||||||||
| 28445 | 6512 1450 X | 28445 | — | S.H. 33 | WASHITA RIVER O'FLOW | -1 | 6-60ft. P/S CONC. BEAM SPANS | 2008 | 35.65145278 | -99.43251944 | 360 | 42.001 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28979 BRKEY
28445 NBI No.
28445 On Under
1 Structure No.
6512 1450 X Control No.
012 Lane Ind.
Milepoint
14500 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
129 Location
3.2 MI W JCT S.H. 34 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 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
2008 ADT Total
850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 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
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
360 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.1 HS Inv. Rating Method
3 HS Inv. Method
36.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1360 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28445 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-60ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.299 Latitude
35:39:05.23 Longitude
-99:25:57.07 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
28445 Vault Link
http://plansrv1/bridgemaintvault/b28445 GIS FO/SD
Meets Standards H Inv. Method
36.2 Latitude DD
35.65145278 Longitude DD
-99.43251944 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28979 x
-11068777.4323531 y
4252767.19185327 |
|||||||||||||||||||||||||||||||||||||
| 28628 | 5563 0711 X | 28628 | — | S.H. 74 | DRY CREEK | -1 | 13ft.-17-13ft.-10ft.-10ft. X 9ft. RCB | 1978 | 35.606053 | -97.584203 | 67.001 | 0 | — | 5 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 77400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28971 BRKEY
28628 NBI No.
28628 On Under
1 Structure No.
5563 0711 X Control No.
063 Lane Ind.
Milepoint
07110 Facility Carried
S.H. 74 Feature Intersected
DRY CREEK Division
04 County
109 Location
7.1MI. N. OF I-44 Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00074 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1978 ADT Total
77400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
8 Appr. Roadway Width
136.001 Span Type Main
M Material
1 - Concrete Design
19 Length
67.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
123840 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28628 ODOT County
55 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
13ft.-17-13ft.-10ft.-10ft. X 9ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.7 Latitude
35:36:21.79 Longitude
-97:35:03.13 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 (LAKE HEFNER PKWY) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28628 Vault Link
http://plansrv1/bridgemaintvault/b28628 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.606053 Longitude DD
-97.584203 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
28971 x
-10863023.7874274 y
4246549.39212456 |
|||||||||||||||||||||||||||||||||||||
| 28627 | 5567 0348EX | 28627 | — | U.S. 77 NB | 108TH ST. (HEFNER) UNDER | -1 | 101.7ft., 89.5ft., 101.7ft. P.C. BEAM SPANS | 2001 | 35.579692 | -97.513736 | 293.629 | 62.53 | — | 3 | 0 | 3 | 59.528 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 41250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28970 BRKEY
28627 NBI No.
28627 On Under
1 Structure No.
5567 0348EX Control No.
067 Lane Ind.
E Milepoint
03480 Facility Carried
U.S. 77 NB Feature Intersected
108TH ST. (HEFNER) UNDER Division
04 County
109 Location
3.5MI. N. I-44 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
59.528 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
2001 ADT Total
41250 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
59.528 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
59.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
293.629 Deck Width
62.53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
66000 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
1706 Max Measured Clearance
1805 Min Measured Clearance
1709 NBI Rating
28627 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
101.7ft., 89.5ft., 101.7ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
93.466 Latitude
35:34:46.89 Longitude
-97:30:49.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 77 (BROADWAY EXT) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28627 Vault Link
http://plansrv1/bridgemaintvault/b28627 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.579692 Longitude DD
-97.513736 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28970 x
-10855179.4368697 y
4242940.69811218 |
|||||||||||||||||||||||||||||||||||||
| 28626 | 5567 0015WXR | 28626 | — | U.S. 77 SB- I-44WB | 63RD ST. TO SB I-235RAMP | -1 | 118ft.-155ft.-155ft.-118ft. STEEL PLATE GIRDER SPANS,29ft. CLR RDY W/ TYPE F RAILING | 2012 | 35.532778 | -97.514167 | 546.001 | 32.001 | — | 4 | 0 | 1 | 29.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28969 BRKEY
28626 NBI No.
28626 On Under
1 Structure No.
5567 0015WXR Control No.
067 Lane Ind.
W Milepoint
00150 Facility Carried
U.S. 77 SB- I-44WB Feature Intersected
63RD ST. TO SB I-235RAMP Division
04 County
109 Location
7.6MI. N OF JCT. I-40 Sufficiency
100 Kind Hwy
2 Level Service
7 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.003 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2012 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
29.003 Ref. Underclearance Rt.
H Underclearance Right
10.4 Underclearance Left
4.009 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29.003 Span Type Main
M Material
3 - Steel Design
02 Length
546.001 Deck Width
32.001 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
7 Super Rating
8 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
57 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1608 Min Measured Clearance
1608 NBI Rating
28626 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
118ft.-155ft.-155ft.-118ft. STEEL PLATE GIRDER SPANS,29ft. CLR RDY W/ TYPE F RAILING Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
88.4488 Latitude
35:31:58 Longitude
-97:30:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 RAMP TO I-44 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
28626 Vault Link
http://plansrv1/bridgemaintvault/b28626 GIS FO/SD
Meets Standards H Inv. Method
56 Latitude DD
35.532778 Longitude DD
-97.514167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
28969 x
-10855227.4155702 y
4236521.33376787 |
|||||||||||||||||||||||||||||||||||||
| 28538 | 3410 0557 X | 28538 | — | S.H. 5 | BEAVER CREEK | -1 | 110ft. SINGLE SPAN PC BEAM, 40ft. CLR. W/ TR4 | 2008 | 34.21696389 | -98.04966389 | 110.499 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28966 BRKEY
28538 NBI No.
28538 On Under
1 Structure No.
3410 0557 X Control No.
010 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 5 Feature Intersected
BEAVER CREEK Division
07 County
067 Location
5.6MI.E OF COTTON C/L Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
920 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
110.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1472 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
28538 ODOT County
34 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
110ft. SINGLE SPAN PC BEAM, 40ft. CLR. W/ TR4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4136 Latitude
34:13:01.07 Longitude
-98:02:58.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
28538 Vault Link
http://plansrv1/bridgemaintvault/b28538 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.21696389 Longitude DD
-98.04966389 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28966 x
-10914838.6566864 y
4057972.31444559 |
|||||||||||||||||||||||||||||||||||||
| 28537 | 3410 0485 X | 28537 | — | S.H. 5 | BEAVER CREEK O'FLOW | -1 | 4-10ft. X 7ft. X 94ft. LONG RCB | 2008 | 34.21716944 | -98.06255 | 42.001 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28965 BRKEY
28537 NBI No.
28537 On Under
1 Structure No.
3410 0485 X Control No.
010 Lane Ind.
Milepoint
04850 Facility Carried
S.H. 5 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
067 Location
4.8MI.E OF COTTON C/L Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24 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
2008 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
88.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
28537 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft. X 7ft. X 94ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6489 Latitude
34:13:01.81 Longitude
-98:03:45.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
038 NBI Text
28537 Vault Link
http://plansrv1/bridgemaintvault/b28537 GIS FO/SD
Meets Standards H Inv. Method
88.3 Latitude DD
34.21716944 Longitude DD
-98.06255 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28965 x
-10916273.1318899 y
4057999.98569794 |
|||||||||||||||||||||||||||||||||||||
| 28535 | 7250 0930 X | 28535 | — | S.H. 20 | BLACKJACK CREEK | -1 | 25ft.-45ft.-25ft. SLAB SPAN X 52ft. CLR RDY. W/ TR4 TRAFFIC RAILS | 2008 | 36.36444722 | -95.82801944 | 95 | 67.5 | — | 3 | 0 | 4 | 52 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28963 BRKEY
28535 NBI No.
28535 On Under
1 Structure No.
7250 0930 X Control No.
050 Lane Ind.
Milepoint
09300 Facility Carried
S.H. 20 Feature Intersected
BLACKJACK CREEK Division
08 County
143 Location
.1MI.W. OF JCT. U.S.169 Sufficiency
81.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52 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
2008 ADT Total
8800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
1 - Concrete Design
01 Length
95 Deck Width
67.5 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.6 HS Inv. Rating Method
3 HS Inv. Method
33.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28535 ODOT County
72 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
6 Rt. Curb SW
6 Description
25ft.-45ft.-25ft. SLAB SPAN X 52ft. CLR RDY. W/ TR4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6028 Latitude
36:21:52.01 Longitude
-95:49:40.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28535 Vault Link
http://plansrv1/bridgemaintvault/b28535 GIS FO/SD
Meets Standards H Inv. Method
33.5 Latitude DD
36.36444722 Longitude DD
-95.82801944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28963 x
-10667526.3277887 y
4350885.32125719 |
|||||||||||||||||||||||||||||||||||||
| 28533 | 3906 1480 X | 28533 | — | S.H. 2 | GAINES CREEK | -1 | (3) 100ft. PC BEAM | 2009 | 34.83019167 | -95.31006667 | 301.001 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28961 BRKEY
28533 NBI No.
28533 On Under
1 Structure No.
3906 1480 X Control No.
006 Lane Ind.
Milepoint
14800 Facility Carried
S.H. 2 Feature Intersected
GAINES CREEK Division
02 County
077 Location
14.80 N PUSHMATAHA C/L Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 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
88 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
31.7 School Bus Rte.
1 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
28533 ODOT County
39 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
1.099 Rt. Curb SW
1.099 Description
(3) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
88.2506 Latitude
34:49:48.69 Longitude
-95:18:36.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
023 NBI Text
28533 Vault Link
http://plansrv1/bridgemaintvault/b28533 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.83019167 Longitude DD
-95.31006667 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28961 x
-10609868.0891774 y
4140828.74764829 |
|||||||||||||||||||||||||||||||||||||
| 28811 | 3912 0550 X | 28811 | — | S.H. 1 | GAINES CREEK | -1 | 70ft. - 90ft. - 75ft. PC BEAM | 2010 | 34.81163611 | -95.42478889 | 236.001 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28958 BRKEY
28811 NBI No.
28811 On Under
1 Structure No.
3912 0550 X Control No.
012 Lane Ind.
Milepoint
05500 Facility Carried
S.H. 1 Feature Intersected
GAINES CREEK Division
02 County
077 Location
5.50 E PITTSBURG C/L Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00001 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
07 - Major Collector (Rural) Year Built
2010 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
236.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
27.999999 School Bus Rte.
0 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
28811 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
70ft. - 90ft. - 75ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:48:41.89 Longitude
-95:25:29.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
038 NBI Text
28811 Vault Link
http://plansrv1/bridgemaintvault/b28811 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.81163611 Longitude DD
-95.42478889 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28958 x
-10622638.9082904 y
4138312.6156434 |
|||||||||||||||||||||||||||||||||||||
| 28810 | 3928 0830 X | 28810 | — | S.H. 82 | FOURCHE MALINE CREEK | -1 | (3) 100ft. PC BEAM SPANS | 2011 | 34.90527778 | -95.08555556 | 301.001 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | 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 | 730 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28957 BRKEY
28810 NBI No.
28810 On Under
1 Structure No.
3928 0830 X Control No.
028 Lane Ind.
Milepoint
08300 Facility Carried
S.H. 82 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
077 Location
8NW LEFLORE C/L Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
730 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1168 Future ADT Year
2042 Bypass Detour
39.799898 School Bus Rte.
1 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
28810 ODOT County
39 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
1.099 Rt. Curb SW
1.099 Description
(3) 100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:54:19 Longitude
-95:05:08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
28810 Vault Link
http://plansrv1/bridgemaintvault/b28810 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.90527778 Longitude DD
-95.08555556 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28957 x
-10584875.6267347 y
4151016.21161099 |