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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| 16738 | 7209 1384NXR | 16738 | Tulsa | I-244 EB RAMP W-N | I-244 WB UNDER | 7209 1384 X | 40ft.,44ft.,39ft.CON SLAB | 1966 | 36.16583333 | -95.85888889 | 125.984 | 40.026 | — | 3 | 99 | 1 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.7 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17131 BRKEY
16738 NBI No.
16738 On Under
1 Structure No.
7209 1384NXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-244 EB RAMP W-N Feature Intersected
I-244 WB UNDER Division
08 County
143 Location
.10 MI E JCT US 169 Sufficiency
72.7 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
125.984 Deck Width
40.026 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43.4 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
6.999983 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
1711 Min Measured Clearance
1706 NBI Rating
16738 ODOT County
72 Nav. Control
N 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
40ft.,44ft.,39ft.CON SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1384 X H Index
94.7612 Latitude
36:09:57 Longitude
-95:51:32 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-244 EB RAMP W-N Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
16738 Vault Link
http://plansrv1/bridgemaintvault/b16738 GIS FO/SD
FO H Inv. Method
18.1 Latitude DD
36.16583333 Longitude DD
-95.85888889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17131 x
-10670962.6992438 y
4323463.84009571 |
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| 16737 | 5604R0930WX | 16737 | Okmulgee | U.S. 62 | DEEP FORK CREEK O'FLOW | 5604 0930WX | (5) 25ft. CONCRETE SLAB | 1966 | 35.56316111 | -95.95425278 | 125 | 37.999 | — | 5 | 0 | 2 | 36.499 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
17130 BRKEY
16737 NBI No.
16737 On Under
1 Structure No.
5604R0930WX Control No.
004 Lane Ind.
W Milepoint
09300 Facility Carried
U.S. 62 Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
9.30 N JCT I-40 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
36.499 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
1966 ADT Total
7950 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
36.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.155 HS Inv. Rating Method
1 HS Inv. Method
38.471 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16737 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.751 Rt. Curb SW
0.751 Description
(5) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0930WX H Index
90.3985 Latitude
35:33:47.38 Longitude
-95:57:15.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62,75 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0930W NBI Text
16737 Vault Link
http://plansrv1/bridgemaintvault/b16737 GIS FO/SD
Meets Standards H Inv. Method
21.826 Latitude DD
35.56316111 Longitude DD
-95.95425278 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17130 x
-10681578.5589187 y
4240678.30481163 |
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| 16736 | 5604R0756EX | 16736 | Okmulgee | U.S. 62 | MONTEZUMA CREEK O'FLOW | 5604 0756EX | (3) 40ft. I-BEAM | 1966 | 35.53815 | -95.951775 | 122.001 | 37.999 | — | 3 | 0 | 2 | 36.601 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
17129 BRKEY
16736 NBI No.
16736 On Under
1 Structure No.
5604R0756EX Control No.
004 Lane Ind.
E Milepoint
07560 Facility Carried
U.S. 62 Feature Intersected
MONTEZUMA CREEK O'FLOW Division
01 County
111 Location
7.56 N JCT I-40 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
36.499 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
1966 ADT Total
7850 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.601 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.4 HS Inv. Rating Method
1 HS Inv. Method
46.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16736 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.699 Rt. Curb SW
0.699 Description
(3) 40ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0756EX H Index
78.5318 Latitude
35:32:17.34 Longitude
-95:57:06.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0756E NBI Text
16736 Vault Link
http://plansrv1/bridgemaintvault/b16736 GIS FO/SD
Meets Standards H Inv. Method
32.6 Latitude DD
35.53815 Longitude DD
-95.951775 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17129 x
-10681302.7337108 y
4237256.20805151 |
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| 16644 | 4317 0000WX | 16644 | Love | I-35 SB | RED RIVER | 4317 0000WX | 3(4-106ft.CONT) PLATE GIRDERSPANS | 1965 | 33.726489 | -97.160411 | 1272 | 40 | — | 12 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 24201 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17126 BRKEY
16644 NBI No.
16644 On Under
1 Structure No.
4317 0000WX Control No.
017 Lane Ind.
W Milepoint
00000 Facility Carried
I-35 SB Feature Intersected
RED RIVER Division
07 County
085 Location
TEX-OK S/L Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
24201 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1272 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31680 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16644 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3(4-106ft.CONT) PLATE GIRDERSPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0000WX H Index
100 Latitude
33:43:35.36 Longitude
-97:09:37.48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 SB 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
16644 Vault Link
http://plansrv1/bridgemaintvault/b16644 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
33.726489 Longitude DD
-97.160411 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17126 x
-10815847.4777852 y
3992135.04216173 |
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| 16643 | 4623T1260 X | 16643 | McIntosh | IND. NATION TP | N. CANADIAN RIVER | 4623T1260 X | 12-100ft. PC BM SPANS | 1965 | 35.31398056 | -95.95390278 | 1202.1 | 73.999 | — | 12 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.1 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17125 BRKEY
16643 NBI No.
16643 On Under
1 Structure No.
4623T1260 X Control No.
023 Lane Ind.
Milepoint
12600 Facility Carried
IND. NATION TP Feature Intersected
N. CANADIAN RIVER Division
01 County
091 Location
8.23 MI'S S. JCT I-40 Sufficiency
82.1 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1202.1 Deck Width
73.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16643 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-100ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T1260 X H Index
95.2593 Latitude
35:18:50.33 Longitude
-95:57:14.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08.23 NBI Text
16643 Vault Link
http://plansrv1/bridgemaintvault/b16643 GIS FO/SD
Meets Standards H Inv. Method
23.7 Latitude DD
35.31398056 Longitude DD
-95.95390278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17125 x
-10681539.5970969 y
4206632.13536557 |
|||||||||||||||||||||||||||||||||||||
| 16642 | 7720R0083 X | 16642 | Woodward | S.H. 34 | N. CANADIAN RIVER | 7720 0083 X | 2(4-100ft.)& 1(3-100ft.) | 1965 | 36.445553 | -99.390558 | 1105 | 33 | — | 11 | 0 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.8 | Serious (3) | Fair (5) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 2500 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
17124 BRKEY
16642 NBI No.
16642 On Under
1 Structure No.
7720R0083 X Control No.
020 Lane Ind.
Milepoint
00830 Facility Carried
S.H. 34 Feature Intersected
N. CANADIAN RIVER Division
06 County
153 Location
.8 MI N JCT SH 15 Sufficiency
29.8 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1965 ADT Total
2500 ADT Year
2019 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
1105 Deck Width
33 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.3 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2039 Bypass Detour
16.155651 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
16642 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
2(4-100ft.)& 1(3-100ft.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7720 0083 X H Index
96.2494 Latitude
36:26:43.99 Longitude
-99:23:26.01 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16642 Vault Link
http://plansrv1/bridgemaintvault/b16642 GIS FO/SD
FOSD H Inv. Method
17.2 Latitude DD
36.445553 Longitude DD
-99.390558 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17124 x
-11064106.3062193 y
4362103.24430113 |
|||||||||||||||||||||||||||||||||||||
| 16555 | 7280 0510SX | 16555 | Tulsa | U.S. 64 / S.H. 51 | SHERIDAN RD. UNDER | 7280 0510SX | 30;,2-45ft.,38ft.CON CON | 1965 | 36.11531667 | -95.90481111 | 160.105 | 51.837 | — | 4 | 22 | 3 | 48.885 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.3 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 40250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17122 BRKEY
16555 NBI No.
16555 On Under
1 Structure No.
7280 0510SX Control No.
080 Lane Ind.
S Milepoint
05100 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
SHERIDAN RD. UNDER Division
08 County
143 Location
2.6 MI SE 21 ST Sufficiency
85.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.885 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
1965 ADT Total
40250 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
4 Road Width
48.885 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
160.105 Deck Width
51.837 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
5 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.3 HS Inv. Rating Method
1 HS Inv. Method
24.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
64400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1406 Max Measured Clearance
1501 Min Measured Clearance
1410 NBI Rating
16555 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30;,2-45ft.,38ft.CON CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0510SX H Index
76.758 Latitude
36:06:55.14 Longitude
-95:54:17.32 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16555 Vault Link
http://plansrv1/bridgemaintvault/b16555 GIS FO/SD
Meets Standards H Inv. Method
14.7 Latitude DD
36.11531667 Longitude DD
-95.90481111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17122 x
-10676074.7373903 y
4316500.39134064 |
|||||||||||||||||||||||||||||||||||||
| 16554 | 7280 0510NX | 16554 | Tulsa | U.S. 64 / S.H. 51 | SHERIDAN RD. UNDER | 7280 0510NX | 30ft.,2-45ft.,30ft.CON CON | 1965 | 36.1157 | -95.90481389 | 160.105 | 51.837 | — | 4 | 22 | 3 | 48.885 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.2 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 47100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17121 BRKEY
16554 NBI No.
16554 On Under
1 Structure No.
7280 0510NX Control No.
080 Lane Ind.
N Milepoint
05100 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
SHERIDAN RD. UNDER Division
08 County
143 Location
2.6 MI SE 21 ST Sufficiency
84.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.885 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
1965 ADT Total
47100 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
4 Road Width
48.885 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
160.105 Deck Width
51.837 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
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.3 HS Inv. Rating Method
1 HS Inv. Method
24.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
75360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1406 Max Measured Clearance
1604 Min Measured Clearance
1503 NBI Rating
16554 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,2-45ft.,30ft.CON CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0510NX H Index
75.1664 Latitude
36:06:56.52 Longitude
-95:54:17.33 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16554 Vault Link
http://plansrv1/bridgemaintvault/b16554 GIS FO/SD
Meets Standards H Inv. Method
14.7 Latitude DD
36.1157 Longitude DD
-95.90481389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17121 x
-10676075.0468585 y
4316553.21443531 |
|||||||||||||||||||||||||||||||||||||
| 16553 | 7280 0400NX | 16553 | Tulsa | U.S. 64 / S.H. 51 | YALE AVE. UNDER | 7280 0400NX | 39ft.,42ft.,42ft.,39ft.IBM S | 1965 | 36.11961944 | -95.92267778 | 164 | 54 | — | 4 | 26 | 4 | 51 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17120 BRKEY
16553 NBI No.
16553 On Under
1 Structure No.
7280 0400NX Control No.
080 Lane Ind.
N Milepoint
04000 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
YALE AVE. UNDER Division
08 County
143 Location
1.8 MI SE 21 ST Sufficiency
76.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
51 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
1965 ADT Total
42400 ADT Year
2022 Design Load
H 20 Skew
26 No. Main Spans
4 Road Width
51 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
51 Span Type Main
M Material
3 - Steel Design
02 Length
164 Deck Width
54 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
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.6 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
67840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1308 Max Measured Clearance
1408 Min Measured Clearance
1401 NBI Rating
16553 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,42ft.,42ft.,39ft.IBM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0400NX H Index
83.3357 Latitude
36:07:10.63 Longitude
-95:55:21.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16553 Vault Link
http://plansrv1/bridgemaintvault/b16553 GIS FO/SD
FO H Inv. Method
29.7 Latitude DD
36.11961944 Longitude DD
-95.92267778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17120 x
-10678063.6459969 y
4317093.33032149 |
|||||||||||||||||||||||||||||||||||||
| 16552 | 4623T0110 X | 16552 | McIntosh | CO. RD. 4634C | IND. NATION TP UNDER | 4623T0110 X | 37ft.,2-45.3ft.,37ft. PC B | 1965 | 35.159669 | -95.907711 | 166.01 | 22.999 | — | 4 | 20 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17119 BRKEY
16552 NBI No.
16552 On Under
1 Structure No.
4623T0110 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 4634C Feature Intersected
IND. NATION TP UNDER Division
01 County
091 Location
19.46 MI S. JCT I-40 Sufficiency
79.9 Kind Hwy
4 Level Service
1 Route No.
04634 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.01 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
44.1 HS Inv. Rating Method
1 HS Inv. Method
26.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1709 Max Measured Clearance
1800 Min Measured Clearance
1709 NBI Rating
16552 ODOT County
46 Nav. Control
N 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
37ft.,2-45.3ft.,37ft. PC B Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T0110 X H Index
100 Latitude
35:09:34.81 Longitude
-95:54:27.76 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 4634C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.46 NBI Text
16552 Vault Link
http://plansrv1/bridgemaintvault/b16552 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
35.159669 Longitude DD
-95.907711 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17119 x
-10676397.5516684 y
4185600.74917333 |
|||||||||||||||||||||||||||||||||||||
| 16551 | 6134T1680 X | 16551 | Pittsburg | CO. RD. E1330 | IND. NATION TP UNDER | 6134T1680 X | 37ft.,2-45.3ft.,37ft. PC BM SPANS | 1965 | 35.08694444 | -95.88305556 | 166.995 | 22.999 | — | 4 | 20 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17118 BRKEY
16551 NBI No.
16551 On Under
1 Structure No.
6134T1680 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1330 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
24.72 MI'S S. JCT I-40 Sufficiency
76.1 Kind Hwy
4 Level Service
1 Route No.
E1330 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.2 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.995 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
52.1 HS Inv. Rating Method
1 HS Inv. Method
23.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1609 Min Measured Clearance
1607 NBI Rating
16551 ODOT County
61 Nav. Control
N 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
37ft.,2-45.3ft.,37ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T1680 X H Index
93.225 Latitude
35:05:13 Longitude
-95:52:59 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1330 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.72 NBI Text
16551 Vault Link
http://plansrv1/bridgemaintvault/b16551 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
35.08694444 Longitude DD
-95.88305556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17118 x
-10673652.9206424 y
4175702.83233802 |
|||||||||||||||||||||||||||||||||||||
| 16550 | 7502 0708 X | 16550 | Washita | NS-210 ST. FRANCIS | I-40 UNDER | 7502 0708 X | 2-80ft. CONT. I-BEAM SPANS | 1965 | 35.42138889 | -99.24083333 | 162.073 | 29.4 | — | 2 | 0 | 2 | 24.003 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17117 BRKEY
16550 NBI No.
16550 On Under
1 Structure No.
7502 0708 X Control No.
Lane Ind.
Milepoint
Facility Carried
NS-210 ST. FRANCIS Feature Intersected
I-40 UNDER Division
05 County
149 Location
7.0 MI E BECKHAM C/L Sufficiency
84.1 Kind Hwy
4 Level Service
1 Route No.
N2100 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
101 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
13.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
162.073 Deck Width
29.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
39.767756 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
1606 Min Measured Clearance
1602 NBI Rating
16550 ODOT County
75 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
2-80ft. CONT. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0708 X H Index
87.3338 Latitude
35:25:17 Longitude
-99:14:27 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
ST. FRANCIS CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
16550 Vault Link
http://plansrv1/bridgemaintvault/b16550 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
35.42138889 Longitude DD
-99.24083333 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17117 x
-11047439.0321957 y
4221294.6895609 |
|||||||||||||||||||||||||||||||||||||
| 16735 | 5604R0719EX | 16735 | Okmulgee | U.S. 62 | BURGESS CREEK | 5604 0719EX | (3) 40ft. I-BEAM | 1966 | 35.53279167 | -95.95228056 | 122.001 | 37.9 | — | 3 | 0 | 2 | 36.499 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
17110 BRKEY
16735 NBI No.
16735 On Under
1 Structure No.
5604R0719EX Control No.
004 Lane Ind.
E Milepoint
07190 Facility Carried
U.S. 62 Feature Intersected
BURGESS CREEK Division
01 County
111 Location
7.19 N JCT I-40 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.499 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
1966 ADT Total
7850 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
37.9 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.5 HS Inv. Rating Method
1 HS Inv. Method
45.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16735 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.699 Rt. Curb SW
0.699 Description
(3) 40ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0719EX H Index
79.5362 Latitude
35:31:58.05 Longitude
-95:57:08.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S.62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0719E NBI Text
16735 Vault Link
http://plansrv1/bridgemaintvault/b16735 GIS FO/SD
Meets Standards H Inv. Method
31.8 Latitude DD
35.53279167 Longitude DD
-95.95228056 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17110 x
-10681359.0123925 y
4236523.20372245 |
|||||||||||||||||||||||||||||||||||||
| 16639 | 6628 0715 X | 16639 | Rogers | S.H. 88 | OOLOGAH DAM SPILLWAY | 6628 0715 X | 96ft.-3(114ft.)96ft. CONT. PLATEGIRDER SPANS | 1965 | 36.415308 | -95.644092 | 627 | 34 | — | 3 | 0 | 2 | 32 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.4 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17103 BRKEY
16639 NBI No.
16639 On Under
1 Structure No.
6628 0715 X Control No.
028 Lane Ind.
Milepoint
07150 Facility Carried
S.H. 88 Feature Intersected
OOLOGAH DAM SPILLWAY Division
08 County
131 Location
7.1 MI N JCT SH 20 Sufficiency
79.4 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
B Owner
70 - Corps of Engineers (Civil) Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
627 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.3 HS Inv. Rating Method
1 HS Inv. Method
26.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
26 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16639 ODOT County
66 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
96ft.-3(114ft.)96ft. CONT. PLATEGIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6628 0715 X H Index
97.6918 Latitude
36:24:55.11 Longitude
-95:38:38.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 88 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16639 Vault Link
http://plansrv1/bridgemaintvault/b16639 GIS FO/SD
Meets Standards H Inv. Method
14.7 Latitude DD
36.415308 Longitude DD
-95.644092 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17103 x
-10647051.618825 y
4357918.62088435 |
|||||||||||||||||||||||||||||||||||||
| 16636 | 7280 0400SX | 16636 | Tulsa | U.S. 64 /S.H.51 EB | YALE AVE & 31ST ST UNDER | 7280 0400SX | 8 PLT GRDR SPANS | 1965 | 36.11922778 | -95.922675 | 593.833 | 45 | — | 8 | 26 | 3 | 41.995 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.6 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17100 BRKEY
16636 NBI No.
16636 On Under
1 Structure No.
7280 0400SX Control No.
080 Lane Ind.
S Milepoint
04000 Facility Carried
U.S. 64 /S.H.51 EB Feature Intersected
YALE AVE & 31ST ST UNDER Division
08 County
143 Location
1.8 MI SE 21 ST Sufficiency
72.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.995 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
1965 ADT Total
42850 ADT Year
2022 Design Load
H 20 Skew
26 No. Main Spans
8 Road Width
41.995 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
593.833 Deck Width
45 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
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1303 Max Measured Clearance
1309 Min Measured Clearance
1307 NBI Rating
16636 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8 PLT GRDR SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0400SX H Index
88.8837 Latitude
36:07:09.22 Longitude
-95:55:21.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16636 Vault Link
http://plansrv1/bridgemaintvault/b16636 GIS FO/SD
FO H Inv. Method
22 Latitude DD
36.11922778 Longitude DD
-95.922675 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17100 x
-10678063.3365287 y
4317039.35665685 |
|||||||||||||||||||||||||||||||||||||
| 16549 | 4623T0220 X | 16549 | McIntosh | CO. RD. E1270 | IND. NATION TP UNDER | 4623T0220 X | 36ft.,2-44.8ft.,36ft. PC BM SPANS | 1965 | 35.17425278 | -95.91306389 | 164.042 | 28.999 | — | 4 | 18 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 120 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17099 BRKEY
16549 NBI No.
16549 On Under
1 Structure No.
4623T0220 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1270 Feature Intersected
IND. NATION TP UNDER Division
01 County
091 Location
18.4 MI'S S. JCT I-40 Sufficiency
77.7 Kind Hwy
4 Level Service
1 Route No.
E1270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
120 ADT Year
2022 Design Load
H 15 Skew
18 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.4 HS Inv. Rating Method
1 HS Inv. Method
26.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
192 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1700 Min Measured Clearance
1700 NBI Rating
16549 ODOT County
46 Nav. Control
N 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
36ft.,2-44.8ft.,36ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T0220 X H Index
100 Latitude
35:10:27.31 Longitude
-95:54:47.03 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.40 NBI Text
16549 Vault Link
http://plansrv1/bridgemaintvault/b16549 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
35.17425278 Longitude DD
-95.91306389 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17099 x
-10676993.4326575 y
4187586.68719991 |
|||||||||||||||||||||||||||||||||||||
| 16821 | 2138R0338 X | 16821 | Delaware | S.H. 85A | HORSE CREEK | 2138 0338 X | 23-40ft. CONC. GIRDER | 1966 | 36.622431 | -94.910372 | 936 | 28 | — | 1 | 0 | 2 | 24 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.1 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
17089 BRKEY
16821 NBI No.
16821 On Under
1 Structure No.
2138R0338 X Control No.
038 Lane Ind.
Milepoint
03380 Facility Carried
S.H. 85A Feature Intersected
HORSE CREEK Division
08 County
041 Location
3.5 MI E SH85 Sufficiency
41.1 Kind Hwy
3 Level Service
2 Route No.
0085A 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
1966 ADT Total
2800 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
24 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
3 - Steel Design
02 Length
936 Deck Width
28 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2040 Bypass Detour
19.883878 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
16821 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
23-40ft. CONC. GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2138 0338 X H Index
73.3372 Latitude
36:37:20.75 Longitude
-94:54:37.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 85A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
16821 Vault Link
http://plansrv1/bridgemaintvault/b16821 GIS FO/SD
FOSD H Inv. Method
26.5 Latitude DD
36.622431 Longitude DD
-94.910372 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17089 x
-10565374.2820402 y
4386608.39863434 |
|||||||||||||||||||||||||||||||||||||
| 16820 | 1938R0357 X | 16820 | Creek | S.H. 51 | CIMARRON RIVER | 1938 0357 X | 6-120ft. CONT. PLATE G | 1966 | 36.11751667 | -96.51298889 | 722.001 | 32.001 | — | 6 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.6 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
17088 BRKEY
16820 NBI No.
16820 On Under
1 Structure No.
1938R0357 X Control No.
038 Lane Ind.
Milepoint
03570 Facility Carried
S.H. 51 Feature Intersected
CIMARRON RIVER Division
08 County
037 Location
3.5 MI E JCT S.H.99 Sufficiency
49.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1966 ADT Total
2300 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
722.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.675 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2035 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16820 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
6-120ft. CONT. PLATE G Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1938 0357 X H Index
67.7375 Latitude
36:07:03.06 Longitude
-96:30:46.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16820 Vault Link
http://plansrv1/bridgemaintvault/b16820 GIS FO/SD
SD H Inv. Method
20.503 Latitude DD
36.11751667 Longitude DD
-96.51298889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17088 x
-10743776.7781717 y
4316803.5561139 |
|||||||||||||||||||||||||||||||||||||
| 16729 | 7209R1363NXR | 16729 | Tulsa | U.S. 169 RAMP S-W | I-244 RAMP E-S UNDER | 7209 1363NXR | 3-36ft.CONC SLAB SPAN | 1966 | 36.166172 | -95.862233 | 110.892 | 40.026 | — | 3 | 99 | 2 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | A | 39500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17087 BRKEY
16729 NBI No.
16729 On Under
1 Structure No.
7209R1363NXR Control No.
009 Lane Ind.
N Milepoint
13630 Facility Carried
U.S. 169 RAMP S-W Feature Intersected
I-244 RAMP E-S UNDER Division
08 County
143 Location
6.63 MI E JCT I 444 Sufficiency
96.7 Kind Hwy
2 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.745 Bridge System
A 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
1966 ADT Total
39500 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.073 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
110.892 Deck Width
40.026 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65.4 HS Inv. Rating Method
1 HS Inv. Method
39.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
63200 Future ADT Year
2042 Bypass Detour
0.099997 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
2001 Min Measured Clearance
1707 NBI Rating
16729 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-36ft.CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
7209 1363NXR H Index
91.5292 Latitude
36:09:58.22 Longitude
-95:51:44.04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 169 RAMP S-W Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
16729 Vault Link
http://plansrv1/bridgemaintvault/b16729 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
36.166172 Longitude DD
-95.862233 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17087 x
-10671334.9638661 y
4323510.53906293 |
|||||||||||||||||||||||||||||||||||||
| 16727 | 0905 2961SX | 16727 | Canadian | I-40 EB | RICHLAND RD. UNDER | 0905 2961SX | 30ft.-40ft.-30ft. I-BM. SPANS SK. 82 DEG. 52ft.30ft. | 1966 | 35.50066667 | -97.79543889 | 101.614 | 75 | — | 3 | 7 | 3 | 72.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 21550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17085 BRKEY
16727 NBI No.
16727 On Under
1 Structure No.
0905 2961SX Control No.
005 Lane Ind.
S Milepoint
29610 Facility Carried
I-40 EB Feature Intersected
RICHLAND RD. UNDER Division
04 County
017 Location
29.6 MI. E. CADDO CO Sufficiency
88.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
21550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
7 No. Main Spans
3 Road Width
72.001 Ref. Underclearance Rt.
H Underclearance Right
4.4 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
75 Span Type Main
M Material
3 - Steel Design
02 Length
101.614 Deck Width
75 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
54 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
34480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1605 Min Measured Clearance
1605 NBI Rating
16727 ODOT County
09 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
30ft.-40ft.-30ft. I-BM. SPANS SK. 82 DEG. 52ft.30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2961SX H Index
91.5282 Latitude
35:30:02.4 Longitude
-97:47:43.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB 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
16727 Vault Link
http://plansrv1/bridgemaintvault/b16727 GIS FO/SD
FO H Inv. Method
53 Latitude DD
35.50066667 Longitude DD
-97.79543889 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17085 x
-10886538.4591395 y
4232129.62105048 |
|||||||||||||||||||||||||||||||||||||
| 16726 | 0905 2961NX | 16726 | Canadian | I-40 WB | RICHLAND RD. UNDER | 0905 2961NX | 30ft.-40ft.-30ft. I-BM. SPANS SK. 82 DEG. 52ft.30ft. | 1966 | 35.501139 | -97.795439 | 101.614 | 75 | — | 3 | 7 | 3 | 72.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | 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 | 11 - Principal Arterial Interstate (Rural) | A | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17084 BRKEY
16726 NBI No.
16726 On Under
1 Structure No.
0905 2961NX Control No.
005 Lane Ind.
N Milepoint
29610 Facility Carried
I-40 WB Feature Intersected
RICHLAND RD. UNDER Division
04 County
017 Location
29.6 MI. E. CADDO CO Sufficiency
90.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
20100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
7 No. Main Spans
3 Road Width
72.001 Ref. Underclearance Rt.
H Underclearance Right
3.901 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
75 Span Type Main
M Material
3 - Steel Design
02 Length
101.614 Deck Width
75 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
54 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
32160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1509 Min Measured Clearance
1509 NBI Rating
16726 ODOT County
09 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
30ft.-40ft.-30ft. I-BM. SPANS SK. 82 DEG. 52ft.30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2961NX H Index
93.6299 Latitude
35:30:04.1 Longitude
-97:47:43.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB 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
16726 Vault Link
http://plansrv1/bridgemaintvault/b16726 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
35.501139 Longitude DD
-97.795439 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17084 x
-10886538.4713846 y
4232194.20663433 |
|||||||||||||||||||||||||||||||||||||
| 16725 | 0905 2059SX | 16725 | Canadian | I-40 EB | CHOCTAW RD. UNDER | 0905 2059SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB. SPANS SK. 77 DEG. 22ft.-12ft. | 1966 | 35.50141944 | -97.95506389 | 102.034 | 40.4 | — | 3 | 13 | 2 | 36.998 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 13200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17083 BRKEY
16725 NBI No.
16725 On Under
1 Structure No.
0905 2059SX Control No.
005 Lane Ind.
S Milepoint
20590 Facility Carried
I-40 EB Feature Intersected
CHOCTAW RD. UNDER Division
04 County
017 Location
20.6 MI. E. CADDO CO Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.998 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
13200 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
36.998 Ref. Underclearance Rt.
H Underclearance Right
4.199 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1600 Min Measured Clearance
1507 NBI Rating
16725 ODOT County
09 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB. SPANS SK. 77 DEG. 22ft.-12ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2059SX H Index
82.5539 Latitude
35:30:05.11 Longitude
-97:57:18.23 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16725 Vault Link
http://plansrv1/bridgemaintvault/b16725 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.50141944 Longitude DD
-97.95506389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17083 x
-10904307.8328574 y
4232232.55369255 |
|||||||||||||||||||||||||||||||||||||
| 16634 | 1216R1652 X | 16634 | Choctaw | S.H. 109 | KIAMICHI RIVER | 1216 1652 X | 180ft. HI. TRUSS,2-100 | 1965 | 33.969106 | -95.278608 | 507 | 31 | — | 3 | 0 | 2 | 28 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 440 | 2020 | 5 | Bridge #122 Matched |
|
Raw data
OBJECTID
17081 BRKEY
16634 NBI No.
16634 On Under
1 Structure No.
1216R1652 X Control No.
016 Lane Ind.
Milepoint
16520 Facility Carried
S.H. 109 Feature Intersected
KIAMICHI RIVER Division
02 County
023 Location
16.8 MI. E. JCT.US271 Sufficiency
79.1 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
28 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
1965 ADT Total
440 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
10 Length
507 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.5 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
704 Future ADT Year
2040 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
163 Max Measured Clearance
166 Min Measured Clearance
166 NBI Rating
16634 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
180ft. HI. TRUSS,2-100 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1216 1652 X H Index
65.2325 Latitude
33:58:08.78 Longitude
-95:16:42.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
031 NBI Text
16634 Vault Link
http://plansrv1/bridgemaintvault/b16634 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
33.969106 Longitude DD
-95.278608 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17081 x
-10606366.1260519 y
4024654.47072112 |
|||||||||||||||||||||||||||||||||||||
| 16633 | 6108 0132NX | 16633 | Pittsburg | U.S. 270 WB | A OK R.R. & 16 ST. UNDER | 6108 0132NX | 9 SIMPLE I-BM. SPANS | 1965 | 34.927792 | -95.747681 | 440.499 | 32.001 | — | 9 | 65 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17080 BRKEY
16633 NBI No.
16633 On Under
1 Structure No.
6108 0132NX Control No.
008 Lane Ind.
N Milepoint
01320 Facility Carried
U.S. 270 WB Feature Intersected
A OK R.R. & 16 ST. UNDER Division
02 County
121 Location
IN MCALESTER Sufficiency
65 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
65 No. Main Spans
9 Road Width
27.001 Ref. Underclearance Rt.
R Underclearance Right
11.421 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
35 Span Type Main
M Material
3 - Steel Design
02 Length
440.499 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.6 HS Inv. Rating Method
1 HS Inv. Method
40.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 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
1601 Max Measured Clearance
1709 Min Measured Clearance
1604 NBI Rating
16633 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
9 SIMPLE I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0132NX H Index
79.7054 Latitude
34:55:40.05 Longitude
-95:44:51.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
048 NBI Text
16633 Vault Link
http://plansrv1/bridgemaintvault/b16633 GIS FO/SD
FO H Inv. Method
25.4 Latitude DD
34.927792 Longitude DD
-95.747681 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17080 x
-10658583.0935568 y
4154072.68978913 |
|||||||||||||||||||||||||||||||||||||
| 16632 | 7280R0680 X | 16632 | Tulsa | 41ST ST. | S.H. 51 UNDER | 7280R0680 X | 70ft.,2(2-88ft. CONT.)70 | 1965 | 36.05333333 | -95.75666667 | 494.094 | 32.999 | — | 6 | 23 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 22000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
17079 BRKEY
16632 NBI No.
16632 On Under
1 Structure No.
7280R0680 X Control No.
Lane Ind.
Milepoint
Facility Carried
41ST ST. Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
0.6 MI SE JCT US 64 Sufficiency
64.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 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
17 - Collector (Urban) Year Built
1965 ADT Total
22000 ADT Year
2002 Design Load
HS 20 Skew
23 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
494.094 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
66000 Future ADT Year
2019 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16632 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
70ft.,2(2-88ft. CONT.)70 Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R0680 X H Index
72.9375 Latitude
36:03:12 Longitude
-95:45:24 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
41ST ST. 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
16632 Vault Link
http://plansrv1/bridgemaintvault/b16632 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.05333333 Longitude DD
-95.75666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17079 x
-10659583.3737656 y
4307962.43971303 |
|||||||||||||||||||||||||||||||||||||
| 16631 | 4623T0080 X | 16631 | McIntosh | IND. NATION TP | S. CANADIAN RIVER O'FLOW | 4623T0080 X | 5-80ft. PC BM SPANS | 1965 | 35.153928 | -95.904828 | 401.903 | 73.999 | — | 5 | 0 | 4 | 40.5 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17078 BRKEY
16631 NBI No.
16631 On Under
1 Structure No.
4623T0080 X Control No.
023 Lane Ind.
Milepoint
00800 Facility Carried
IND. NATION TP Feature Intersected
S. CANADIAN RIVER O'FLOW Division
01 County
091 Location
19.86 MI'S S. JCT I-40 Sufficiency
77.1 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
7800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40.5 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401.903 Deck Width
73.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.8 HS Inv. Rating Method
1 HS Inv. Method
44.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16631 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-80ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T0080 X H Index
98.0483 Latitude
35:09:14.14 Longitude
-95:54:17.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.86 NBI Text
16631 Vault Link
http://plansrv1/bridgemaintvault/b16631 GIS FO/SD
FO H Inv. Method
33.3 Latitude DD
35.153928 Longitude DD
-95.904828 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17078 x
-10676076.6175765 y
4184819.06940657 |
|||||||||||||||||||||||||||||||||||||
| 16630 | 7280R1120 X | 16630 | Tulsa | E. 61ST ST. | S.H. 51 UNDER | 7280R1120 X | 74 2(176) 74 CON WL/PLG - BM. SPANS WITH 2-18ft. SAFETY CURBS | 1965 | 35.31666667 | -95.55972222 | 402.887 | 31.001 | — | 6 | 0 | -1 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Not applicable (N) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
17077 BRKEY
16630 NBI No.
16630 On Under
1 Structure No.
7280R1120 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 61ST ST. Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
5 MI SE JCT US 64 Sufficiency
97 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1965 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
20 Deck Structure Type
1 No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
402.887 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16630 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
74 2(176) 74 CON WL/PLG - BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R1120 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
E 61ST ST. 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
16630 Vault Link
http://plansrv1/bridgemaintvault/b16630 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17077 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 16540 | 0317 1826 X | 16540 | Atoka | S.H. 43 | BUCK CREEK | 0317 1826 X | (3) 50ft. I-BEAM | 1965 | 34.52868611 | -95.75695556 | 152.001 | 32.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17073 BRKEY
16540 NBI No.
16540 On Under
1 Structure No.
0317 1826 X Control No.
017 Lane Ind.
Milepoint
18260 Facility Carried
S.H. 43 Feature Intersected
BUCK CREEK Division
02 County
005 Location
18.26 E JCT US-69 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
152.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 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
16540 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(3) 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1826 X H Index
99.0212 Latitude
34:31:43.27 Longitude
-95:45:25.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73 NBI Text
16540 Vault Link
http://plansrv1/bridgemaintvault/b16540 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
34.52868611 Longitude DD
-95.75695556 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17073 x
-10659615.5328533 y
4100014.50620871 |
|||||||||||||||||||||||||||||||||||||
| 16539 | 7280R1070SX | 16539 | Tulsa | S.H. 51 | S. 145TH ST. E UNDER | 7280R1070SX | 37ft.-74ft.-37ft. CONT. I-BM. SPANS WITH 2-6ft. CURBS SK. 58 DEG. 50ft.30ft. | 1965 | 36.05333333 | -95.75666667 | 150.919 | 40 | — | 3 | 31 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 31000 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
17072 BRKEY
16539 NBI No.
16539 On Under
1 Structure No.
7280R1070SX Control No.
080 Lane Ind.
S Milepoint
10700 Facility Carried
S.H. 51 Feature Intersected
S. 145TH ST. E UNDER Division
08 County
143 Location
4.5 MI SE JCT US 64 Sufficiency
80.7 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
31000 ADT Year
1999 Design Load
HS 20 Skew
31 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
22000 Future ADT Year
2017 Bypass Detour
3.106856 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16539 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-74ft.-37ft. CONT. I-BM. SPANS WITH 2-6ft. CURBS SK. 58 DEG. 50ft.30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R1070SX H Index
100 Latitude
36:03:12 Longitude
-95:45:24 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 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
16539 Vault Link
http://plansrv1/bridgemaintvault/b16539 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.05333333 Longitude DD
-95.75666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17072 x
-10659583.3737656 y
4307962.43971303 |
|||||||||||||||||||||||||||||||||||||
| 16818 | 7209R1375 XR | 16818 | Tulsa | U.S. 169 RAMP S-W | I-244 UNDER | 7281 0171 XR | 82ft.,74ft.,2-70ft.,2-74ft.,71ft.,67ft.,30ft. PLATE GIRDER SPANS SK. VARIES | 1966 | 36.164678 | -95.860094 | 605 | 33 | — | 9 | 99 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | A | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17070 BRKEY
16818 NBI No.
16818 On Under
1 Structure No.
7209R1375 XR Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 169 RAMP S-W Feature Intersected
I-244 UNDER Division
08 County
143 Location
.01 MI E JCT US 169 Sufficiency
66.1 Kind Hwy
2 Level Service
7 Route No.
00169 Service Type On
7 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A 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
1966 ADT Total
15000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
9 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
605 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 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
24000 Future ADT Year
2042 Bypass Detour
0.499999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1606 Max Measured Clearance
1607 Min Measured Clearance
1601 NBI Rating
16818 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
82ft.,74ft.,2-70ft.,2-74ft.,71ft.,67ft.,30ft. PLATE GIRDER SPANS SK. VARIES Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0171 XR H Index
85.0759 Latitude
36:09:52.84 Longitude
-95:51:36.34 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
U.S. 169 RAMP S-W Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
16818 Vault Link
http://plansrv1/bridgemaintvault/b16818 GIS FO/SD
FO H Inv. Method
16.3 Latitude DD
36.164678 Longitude DD
-95.860094 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17070 x
-10671096.8514753 y
4323304.53397581 |
|||||||||||||||||||||||||||||||||||||
| 16817 | 2004R1607NX | 16817 | Custer | I-40 | R.R/LTL. DEEP CR./CO.RD. | 2004R1607NX | (55ft.-74ft.-55ft. CONT. I-BM.) & (80ft.-100ft.-80ft. CONT. PLATE GIRDER) (2-70ft. CONT.) | 1966 | 35.53648333 | -98.64209722 | 588.999 | 35.4 | — | 8 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 20.3 | Serious (3) | Critical (2) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 11600 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
17069 BRKEY
16817 NBI No.
16817 On Under
1 Structure No.
2004R1607NX Control No.
004 Lane Ind.
N Milepoint
16070 Facility Carried
I-40 Feature Intersected
R.R/LTL. DEEP CR./CO.RD. Division
05 County
039 Location
5.2 MI E JCT SH 54 Sufficiency
20.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
8 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
11600 ADT Year
2002 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
588.999 Deck Width
35.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
2 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60.407 HS Inv. Rating Method
1 HS Inv. Method
36.156 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18560 Future ADT Year
2022 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16817 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(55ft.-74ft.-55ft. CONT. I-BM.) & (80ft.-100ft.-80ft. CONT. PLATE GIRDER) (2-70ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2004R1607NX H Index
37.0644 Latitude
35:32:11.34 Longitude
-98:38:31.55 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16817 Vault Link
http://plansrv1/bridgemaintvault/b16817 GIS FO/SD
SD H Inv. Method
21.164 Latitude DD
35.53648333 Longitude DD
-98.64209722 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17069 x
-10980788.033311 y
4237028.20708188 |
|||||||||||||||||||||||||||||||||||||
| 16816 | 5569R0679SX | 16816 | Oklahoma | I-40 EB | RENO AVE & U.P. RR UNDER | 5569 0679SX | (76ft.-98ft.-76 CONT.)(2-132ft. CONT.) & 60ft. PLATE GIRDER SPANS | 1966 | 35.46372778 | -97.55225 | 574.678 | 67.5 | — | 5 | 56 | 5 | 63.501 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 80.1 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 56450 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
17068 BRKEY
16816 NBI No.
16816 On Under
1 Structure No.
5569R0679SX Control No.
069 Lane Ind.
S Milepoint
06790 Facility Carried
I-40 EB Feature Intersected
RENO AVE & U.P. RR UNDER Division
04 County
109 Location
.8 MI E OF MAY AVE Sufficiency
80.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
63.501 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
56450 ADT Year
2010 Design Load
HS 20 Skew
56 No. Main Spans
5 Road Width
63.501 Ref. Underclearance Rt.
H Underclearance Right
8.497 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
5 Fill RCB
-1 Appr. Roadway Width
63.501 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
574.678 Deck Width
67.5 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.226 HS Inv. Rating Method
1 HS Inv. Method
33.069 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
90320 Future ADT Year
2030 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
1904 Max Measured Clearance
2301 Min Measured Clearance
1502 NBI Rating
16816 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.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(76ft.-98ft.-76 CONT.)(2-132ft. CONT.) & 60ft. PLATE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0679SX H Index
76.7922 Latitude
35:27:49.42 Longitude
-97:33:08.1 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 E.B. 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
16816 Vault Link
http://plansrv1/bridgemaintvault/b16816 GIS FO/SD
Meets Standards H Inv. Method
18.409 Latitude DD
35.46372778 Longitude DD
-97.55225 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17068 x
-10859466.7957381 y
4227079.83693465 |
|||||||||||||||||||||||||||||||||||||
| 16815 | 5569R0679NX | 16815 | Oklahoma | I-40 WB | RENO AVE & U.P. RR UNDER | 5569 0679NX | (76ft.-98ft. CONT.)(2-132ft. CONT.)(2-61ft. CONT.) PLATE GIRDER SPANS | 1966 | 35.46386944 | -97.552975 | 559.57 | 67.5 | — | 6 | 54 | 5 | 63.501 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 79.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 56450 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
17067 BRKEY
16815 NBI No.
16815 On Under
1 Structure No.
5569R0679NX Control No.
069 Lane Ind.
N Milepoint
06790 Facility Carried
I-40 WB Feature Intersected
RENO AVE & U.P. RR UNDER Division
04 County
109 Location
.8 MI E OF MAY AVE Sufficiency
79.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
63.501 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
56450 ADT Year
2010 Design Load
HS 20 Skew
54 No. Main Spans
6 Road Width
63.501 Ref. Underclearance Rt.
H Underclearance Right
8.497 Underclearance Left
3.402 Deck Structure Type
1 No. Lanes
5 Fill RCB
-1 Appr. Roadway Width
63.501 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
559.57 Deck Width
67.5 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.368 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
90320 Future ADT Year
2030 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1904 Max Measured Clearance
2307 Min Measured Clearance
2105 NBI Rating
16815 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.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(76ft.-98ft. CONT.)(2-132ft. CONT.)(2-61ft. CONT.) PLATE GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0679NX H Index
77.7742 Latitude
35:27:49.93 Longitude
-97:33:10.71 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 W.B. 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
16815 Vault Link
http://plansrv1/bridgemaintvault/b16815 GIS FO/SD
Meets Standards H Inv. Method
17.086 Latitude DD
35.46386944 Longitude DD
-97.552975 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17067 x
-10859547.5023689 y
4227099.19833732 |
|||||||||||||||||||||||||||||||||||||
| 16724 | 0905 2059NX | 16724 | Canadian | I-40 WB | CHOCTAW RD. UNDER | 0905 2059NX | 30ft.-40ft.-30ft. CONT. CONC.SLAB. SPANS SK. 77 DEG. 22ft. 12ft. | 1966 | 35.50172222 | -97.95506111 | 102.034 | 40.4 | — | 3 | 13 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 13200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17066 BRKEY
16724 NBI No.
16724 On Under
1 Structure No.
0905 2059NX Control No.
005 Lane Ind.
N Milepoint
20590 Facility Carried
I-40 WB Feature Intersected
CHOCTAW RD. UNDER Division
04 County
017 Location
20.6 MI. E. CADDO CO Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
13200 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
4.167 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1509 Min Measured Clearance
1508 NBI Rating
16724 ODOT County
09 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC.SLAB. SPANS SK. 77 DEG. 22ft. 12ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2059NX H Index
91.1038 Latitude
35:30:06.2 Longitude
-97:57:18.22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16724 Vault Link
http://plansrv1/bridgemaintvault/b16724 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.50172222 Longitude DD
-97.95506111 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17066 x
-10904307.5233892 y
4232273.95564819 |
|||||||||||||||||||||||||||||||||||||
| 16723 | 0319 0633 X | 16723 | Atoka | S.H. 131 | N BOGGY CREEK | 0319 0633 X | 100ft. PC BEAM | 1966 | 34.658464 | -95.997169 | 102.001 | 28.999 | — | 1 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Fair (5) | 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 | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17065 BRKEY
16723 NBI No.
16723 On Under
1 Structure No.
0319 0633 X Control No.
019 Lane Ind.
Milepoint
06330 Facility Carried
S.H. 131 Feature Intersected
N BOGGY CREEK Division
02 County
005 Location
6.33 E COAL C/L Sufficiency
67.8 Kind Hwy
3 Level Service
1 Route No.
00131 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1966 ADT Total
960 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
3.728227 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
16723 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0319 0633 X H Index
90.6075 Latitude
34:39:30.47 Longitude
-95:59:49.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 131 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
82 NBI Text
16723 Vault Link
http://plansrv1/bridgemaintvault/b16723 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.658464 Longitude DD
-95.997169 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17065 x
-10686355.9706758 y
4117564.08585759 |
|||||||||||||||||||||||||||||||||||||
| 16720 | 1422 0167 X | 16720 | Cleveland | S.H. 39 | WILLOW CREEK | 1422 0167 X | 3-30ft. PRESTRESSED CO | 1966 | 35.014858 | -97.313989 | 89.895 | 45.276 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.2 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17062 BRKEY
16720 NBI No.
16720 On Under
1 Structure No.
1422 0167 X Control No.
022 Lane Ind.
Milepoint
01670 Facility Carried
S.H. 39 Feature Intersected
WILLOW CREEK Division
03 County
027 Location
1.7 MI E JCT US77 Sufficiency
81.2 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.979 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1966 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
89.895 Deck Width
45.276 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
65.243975 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16720 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1422 0167 X H Index
97.9285 Latitude
35:00:53.49 Longitude
-97:18:50.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 39 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
16720 Vault Link
http://plansrv1/bridgemaintvault/b16720 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.014858 Longitude DD
-97.313989 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17062 x
-10832943.7025422 y
4165900.47027675 |
|||||||||||||||||||||||||||||||||||||
| 16719 | 3918 0071 X | 16719 | Latimer | S.H. 63A | DEVILS HOLLOW CREEK | 3918 0071 X | (13ft. - (2) 17ft. - 13ft.) X 13ft. X 92ft. LONGft. RCB SK 45° | 1966 | 34.76076389 | -95.08367222 | 91.9 | 0 | — | 4 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17061 BRKEY
16719 NBI No.
16719 On Under
1 Structure No.
3918 0071 X Control No.
018 Lane Ind.
Milepoint
00710 Facility Carried
S.H. 63A Feature Intersected
DEVILS HOLLOW CREEK Division
02 County
077 Location
0.71 N JCT SH-1 Sufficiency
83.8 Kind Hwy
3 Level Service
1 Route No.
0063A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.999 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
1966 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 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
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
91.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
1920 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16719 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - (2) 17ft. - 13ft.) X 13ft. X 92ft. LONGft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3918 0071 X H Index
98.6441 Latitude
34:45:38.75 Longitude
-95:05:01.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
055 NBI Text
16719 Vault Link
http://plansrv1/bridgemaintvault/b16719 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.76076389 Longitude DD
-95.08367222 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17061 x
-10584665.9742849 y
4131417.25209712 |
|||||||||||||||||||||||||||||||||||||
| 16629 | 6108 0132SX | 16629 | Pittsburg | U.S. 270 EB | A OK R.R. & 16 ST.UNDER | 6108 0132SX | 8 SIMPLE MULTI-BEAM SPANS | 1965 | 34.927522 | -95.747231 | 377.953 | 32.001 | — | 8 | 64 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17060 BRKEY
16629 NBI No.
16629 On Under
1 Structure No.
6108 0132SX Control No.
008 Lane Ind.
S Milepoint
01320 Facility Carried
U.S. 270 EB Feature Intersected
A OK R.R. & 16 ST.UNDER Division
02 County
121 Location
IN MCALESTER Sufficiency
61.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
4 Vertical Clearance
_ Horizontal Clearance
27.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
64 No. Main Spans
8 Road Width
27.001 Ref. Underclearance Rt.
R Underclearance Right
5.499 Underclearance Left
8.497 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35 Span Type Main
M Material
3 - Steel Design
02 Length
377.953 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.1 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
16629 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
8 SIMPLE MULTI-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0132SX H Index
77.5627 Latitude
34:55:39.08 Longitude
-95:44:50.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
049-11 NBI Text
16629 Vault Link
http://plansrv1/bridgemaintvault/b16629 GIS FO/SD
FO H Inv. Method
24 Latitude DD
34.927522 Longitude DD
-95.747231 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17060 x
-10658532.9997859 y
4154036.03024903 |
|||||||||||||||||||||||||||||||||||||
| 16628 | 6134T0840 X | 16628 | Pittsburg | IND. NATION TP | COAL CREEK | 6134T0840 X | 4-90ft. PC BM SPANS | 1965 | 34.96914722 | -95.85183611 | 361.877 | 73.999 | — | 4 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17059 BRKEY
16628 NBI No.
16628 On Under
1 Structure No.
6134T0840 X Control No.
034 Lane Ind.
Milepoint
08400 Facility Carried
IND. NATION TP Feature Intersected
COAL CREEK Division
02 County
121 Location
33.23 MI'S S. JCT I-40 Sufficiency
94.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
361.877 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 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
1 HS Operating Rating
69.1 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16628 ODOT County
61 Nav. Control
0 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
4-90ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0840 X H Index
99.7535 Latitude
34:58:08.93 Longitude
-95:51:06.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33.23 NBI Text
16628 Vault Link
http://plansrv1/bridgemaintvault/b16628 GIS FO/SD
Meets Standards H Inv. Method
27.3 Latitude DD
34.96914722 Longitude DD
-95.85183611 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17059 x
-10670177.5873655 y
4159689.16454064 |
|||||||||||||||||||||||||||||||||||||
| 16627 | 7280R1360 X | 16627 | Tulsa | S.H. 51 | E 71ST ST. S. UNDER | 7280R1360 X | 65-2(150)-65 WLD/PL GTR BM. SPANS WITH 2-18ft. SAFETY CURBS | 1965 | 35.31666667 | -95.55972222 | 360.892 | 110 | — | 3 | 0 | -1 | 87.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Not applicable (N) | 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) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
17058 BRKEY
16627 NBI No.
16627 On Under
1 Structure No.
7280R1360 X Control No.
080 Lane Ind.
Milepoint
13600 Facility Carried
S.H. 51 Feature Intersected
E 71ST ST. S. UNDER Division
08 County
143 Location
7.4 MI SE JCT US 64 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1965 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
87.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
15 Deck Structure Type
1 No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
110 Span Type Main
M Material
3 - Steel Design
02 Length
360.892 Deck Width
110 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16627 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
65-2(150)-65 WLD/PL GTR BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R1360 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 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
16627 Vault Link
http://plansrv1/bridgemaintvault/b16627 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17058 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 16625 | 3845 0105 X | 16625 | Kiowa | S.H. 115 | WASHITA RIVER | 3845 0105 X | (80ft.-100ft.-80ft. CONT.) 60ft. PLATE GIRDER SPANS W/ 2-18ft. SAFETY CURBS | 1965 | 35.112436 | -98.745292 | 321.85 | 33.002 | — | 3 | 0 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Fair (5) | 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 | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17056 BRKEY
16625 NBI No.
16625 On Under
1 Structure No.
3845 0105 X Control No.
045 Lane Ind.
Milepoint
01050 Facility Carried
S.H. 115 Feature Intersected
WASHITA RIVER Division
05 County
075 Location
1.1 MI N S.H. 9 Sufficiency
78.1 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 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
1965 ADT Total
650 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
321.85 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1040 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16625 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(80ft.-100ft.-80ft. CONT.) 60ft. PLATE GIRDER SPANS W/ 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3845 0105 X H Index
99.0698 Latitude
35:06:44.77 Longitude
-98:44:43.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 115 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
16625 Vault Link
http://plansrv1/bridgemaintvault/b16625 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.112436 Longitude DD
-98.745292 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17056 x
-10992275.6236731 y
4179171.26443787 |
|||||||||||||||||||||||||||||||||||||
| 16624 | 6420 1633 X | 16624 | Pushmataha | S.H. 144 (IRR) | LITTLE RIVER | 6420 1633 X | 60ft. - (64’ - 80ft. - 64ft. CONTINUOUS) - 60ft. PLATE GIRDER | 1965 | 34.52435833 | -95.02841667 | 330 | 31 | — | 5 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17055 BRKEY
16624 NBI No.
16624 On Under
1 Structure No.
6420 1633 X Control No.
020 Lane Ind.
Milepoint
16330 Facility Carried
S.H. 144 (IRR) Feature Intersected
LITTLE RIVER Division
02 County
127 Location
16.33 E JCT US-271 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1965 ADT Total
200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
330 Deck Width
31 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
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.572 HS Inv. Rating Method
1 HS Inv. Method
32.187 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
320 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16624 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft. - (64’ - 80ft. - 64ft. CONTINUOUS) - 60ft. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 1633 X H Index
99.4721 Latitude
34:31:27.69 Longitude
-95:01:42.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
098 NBI Text
16624 Vault Link
http://plansrv1/bridgemaintvault/b16624 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
34.52435833 Longitude DD
-95.02841667 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17055 x
-10578514.9545954 y
4099429.74183229 |
|||||||||||||||||||||||||||||||||||||
| 16903 | 0634 0543 X | 16903 | Blaine | S.H. 51 ALT. | CREEK | 0634 0543 X | (12ft.-14ft.-12ft.)X12ft.X57ft. RDY. R.C.B. | 1967 | 36.13495 | -98.476775 | 41.995 | 59.003 | — | 3 | 0 | 2 | 57.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17054 BRKEY
16903 NBI No.
16903 On Under
1 Structure No.
0634 0543 X Control No.
034 Lane Ind.
Milepoint
05430 Facility Carried
S.H. 51 ALT. Feature Intersected
CREEK Division
05 County
011 Location
5.4 MI N JCT S.H. 51 Sufficiency
99.2 Kind Hwy
3 Level Service
2 Route No.
0051A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 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
1967 ADT Total
620 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
57.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
59.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
992 Future ADT Year
2042 Bypass Detour
16.777022 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
16903 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X12ft.X57ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0634 0543 X H Index
95.05 Latitude
36:08:05.82 Longitude
-98:28:36.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
16903 Vault Link
http://plansrv1/bridgemaintvault/b16903 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.13495 Longitude DD
-98.476775 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17054 x
-10962384.4479638 y
4319206.20723016 |
|||||||||||||||||||||||||||||||||||||
| 16902 | 2402 0528 X | 16902 | Garfield | U.S. 60 / U.S. 412 | CREEK | 2402 0528 X | (13ft.-17ft.-13ft.) X14 X180.5ft. R.C.BOX SK. 30 DEG. LF ON SOUTH THIRD | 1967 | 36.39070833 | -98.00933056 | 44.8 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17053 BRKEY
16902 NBI No.
16902 On Under
1 Structure No.
2402 0528 X Control No.
002 Lane Ind.
Milepoint
05280 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
5.2 MI E MAJOR C/L Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
9200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
73.999 Span Type Main
M Material
1 - Concrete Design
19 Length
44.8 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14720 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16902 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X14 X180.5ft. R.C.BOX SK. 30 DEG. LF ON SOUTH THIRD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 0528 X H Index
96.0045 Latitude
36:23:26.55 Longitude
-98:00:33.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 & 412 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16902 Vault Link
http://plansrv1/bridgemaintvault/b16902 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.39070833 Longitude DD
-98.00933056 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17053 x
-10910348.7709288 y
4354516.27290007 |
|||||||||||||||||||||||||||||||||||||
| 16901 | 6822 0487SX | 16901 | Sequoyah | I-40 EB | CREEK | 6822 0487SX | (12ft. - 14ft. - 12ft.) X 6ft. X 83ft. LONG RCB SK 34° | 1967 | 35.49146111 | -95.01549722 | 50.7 | 67 | — | 3 | 34 | 2 | 65 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17052 BRKEY
16901 NBI No.
16901 On Under
1 Structure No.
6822 0487SX Control No.
022 Lane Ind.
S Milepoint
04870 Facility Carried
I-40 EB Feature Intersected
CREEK Division
01 County
135 Location
4.87 E MUSKOGEE C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
8200 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
65 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
50.7 Deck Width
67 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.5 HS Inv. Rating Method
1 HS Inv. Method
50.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16901 ODOT County
68 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
(12ft. - 14ft. - 12ft.) X 6ft. X 83ft. LONG RCB SK 34° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0487SX H Index
98.136 Latitude
35:29:29.26 Longitude
-95:00:55.79 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0487S NBI Text
16901 Vault Link
http://plansrv1/bridgemaintvault/b16901 GIS FO/SD
Meets Standards H Inv. Method
35.8 Latitude DD
35.49146111 Longitude DD
-95.01549722 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17052 x
-10577076.7680001 y
4230870.9445843 |
|||||||||||||||||||||||||||||||||||||
| 16900 | 3842 0440 X | 16900 | Kiowa | S.H. 19 | CREEK | 3842 0440 X | (13ft.-17ft.-13ft.) X 14ft. X 58ft. RDY. R.C.B. | 1967 | 34.899011 | -98.789378 | 46.916 | 60 | — | 3 | 0 | 2 | 58.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17051 BRKEY
16900 NBI No.
16900 On Under
1 Structure No.
3842 0440 X Control No.
042 Lane Ind.
Milepoint
04400 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
4.4 MI E S.H. 54 Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
58.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
60 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.6 HS Inv. Rating Method
1 HS Inv. Method
27.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
34.175415 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
16900 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 14ft. X 58ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3842 0440 X H Index
67 Latitude
34:53:56.44 Longitude
-98:47:21.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16900 Vault Link
http://plansrv1/bridgemaintvault/b16900 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.899011 Longitude DD
-98.789378 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17051 x
-10997183.2547442 y
4150165.59723717 |
|||||||||||||||||||||||||||||||||||||
| 16899 | 4056 0204 X | 16899 | Le Flore | S.H. 120 | BRANCH CREEK | 4056 0204 X | (12ft. - 14ft. - 12ft.) X 12ft. X 78ft. RCB SK 30° | 1967 | 35.188625 | -94.45574167 | 48.501 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17050 BRKEY
16899 NBI No.
16899 On Under
1 Structure No.
4056 0204 X Control No.
056 Lane Ind.
Milepoint
02040 Facility Carried
S.H. 120 Feature Intersected
BRANCH CREEK Division
02 County
079 Location
2.04 E JCT SH-112 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00120 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
1967 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
48.501 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
3680 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16899 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 78ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4056 0204 X H Index
98.02 Latitude
35:11:19.05 Longitude
-94:27:20.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 120 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
186 NBI Text
16899 Vault Link
http://plansrv1/bridgemaintvault/b16899 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.188625 Longitude DD
-94.45574167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17050 x
-10514765.0652054 y
4189544.16472278 |
|||||||||||||||||||||||||||||||||||||
| 16898 | 1406 0128WXC | 16898 | Cleveland | I-35 SD | CREEK | 1406 0128WXC | 3-10ft.X 12ft.X 162ft. RDY | 1967 | 35.20324444 | -97.48359444 | 40.026 | 133.858 | — | 3 | 30 | 4 | 47.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17049 BRKEY
16898 NBI No.
16898 On Under
1 Structure No.
1406 0128WXC Control No.
006 Lane Ind.
W Milepoint
01280 Facility Carried
I-35 SD Feature Intersected
CREEK Division
03 County
027 Location
800' WEST OF I-35 Sufficiency
79.8 Kind Hwy
8 Level Service
0 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
48 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
1967 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
133.858 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
92.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16898 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 162ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
1406 0128WXC H Index
97.992 Latitude
35:12:11.68 Longitude
-97:29:00.94 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SD Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
16898 Vault Link
http://plansrv1/bridgemaintvault/b16898 GIS FO/SD
FO H Inv. Method
48.1 Latitude DD
35.20324444 Longitude DD
-97.48359444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
17049 x
-10851824.0937588 y
4191535.66853261 |
|||||||||||||||||||||||||||||||||||||
| 16814 | 2502 1239 X | 16814 | Garvin | U.S. 77 | WASHITA RIVER | 2502 1239 X | (5-100ft. CONT) 50ft. PL | 1966 | 34.754483 | -97.251258 | 552 | 46 | — | 5 | 0 | 2 | 44 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Satisfactory (6) | 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) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17048 BRKEY
16814 NBI No.
16814 On Under
1 Structure No.
2502 1239 X Control No.
002 Lane Ind.
Milepoint
12390 Facility Carried
U.S. 77 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
5.3 MI S PAOLI Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1966 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
3 - Steel Design
02 Length
552 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.7 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
0 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
16814 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(5-100ft. CONT) 50ft. PL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2502 1239 X H Index
79.1988 Latitude
34:45:16.14 Longitude
-97:15:04.53 I257A
1 I257B
0 I257C
0 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
-1 NBI Text
16814 Vault Link
http://plansrv1/bridgemaintvault/b16814 GIS FO/SD
Meets Standards H Inv. Method
29.1 Latitude DD
34.754483 Longitude DD
-97.251258 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17048 x
-10825960.5195653 y
4130566.21743248 |
|||||||||||||||||||||||||||||||||||||
| 16813 | 5604R0847WX | 16813 | Okmulgee | U.S. 62 | DEEP FORK CREEK O'FLOW | 5604 0847WX | (20) 25ft. CONCRETE SLAB | 1966 | 35.55111111 | -95.95166667 | 502.001 | 32.999 | — | 20 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.8 | Poor (4) | Satisfactory (6) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
17047 BRKEY
16813 NBI No.
16813 On Under
1 Structure No.
5604R0847WX Control No.
004 Lane Ind.
W Milepoint
08470 Facility Carried
U.S. 62 Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
8.47 N JCT I-40 Sufficiency
55.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1966 ADT Total
7950 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
20 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
502.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.39 HS Inv. Rating Method
1 HS Inv. Method
35.56 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16813 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(20) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0847WX H Index
87.4411 Latitude
35:33:04 Longitude
-95:57:06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62,75 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0847W NBI Text
16813 Vault Link
http://plansrv1/bridgemaintvault/b16813 GIS FO/SD
SD H Inv. Method
19.76 Latitude DD
35.55111111 Longitude DD
-95.95166667 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17047 x
-10681290.6744703 y
4239029.45359758 |