ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 25660 | 4006 0490SX | 25660 | — | S.H. 112 EB | U.S. 59 UNDER | 4059 0442SX | 52.5ft. - 59ft. - 52.5ft. - 59ft. PC BEAM SK 28° | 2000 | 35.09446111 | -94.63218611 | 226.4 | 56.4 | — | 4 | 28 | 3 | 53.399 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25997 BRKEY
25660 NBI No.
25660 On Under
1 Structure No.
4006 0490SX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 112 EB Feature Intersected
U.S. 59 UNDER Division
02 County
079 Location
JCT US-59/SH-112 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.399 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
4650 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
4 Road Width
53.399 Ref. Underclearance Rt.
H Underclearance Right
27.999 Underclearance Left
12.402 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
226.4 Deck Width
56.4 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7440 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
2000 Max Measured Clearance
-1 Min Measured Clearance
2001 NBI Rating
25660 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
52.5ft. - 59ft. - 52.5ft. - 59ft. PC BEAM SK 28° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4059 0442SX H Index
98.4598 Latitude
35:05:40.06 Longitude
-94:37:55.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 112 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
042 NBI Text
25660 Vault Link
http://plansrv1/bridgemaintvault/b25660 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.09446111 Longitude DD
-94.63218611 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25997 x
-10534406.7704195 y
4176725.45259468 |
|||||||||||||||||||||||||||||||||||||
| 25659 | 4006 0491NX | 25659 | — | S.H. 112 WB | U.S. 59 UNDER | 4059 0442NX | 52.5ft. - 59ft. - 59ft. - 52.5ft. PC BEAM SK 28° | 2000 | 35.09474444 | -94.63223611 | 226.4 | 56.4 | — | 4 | 28 | 3 | 53.399 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25996 BRKEY
25659 NBI No.
25659 On Under
1 Structure No.
4006 0491NX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 112 WB Feature Intersected
U.S. 59 UNDER Division
02 County
079 Location
JCT US-59/SH-112 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.399 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
4650 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
4 Road Width
53.399 Ref. Underclearance Rt.
H Underclearance Right
12.7 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
226.4 Deck Width
56.4 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
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7440 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
2001 NBI Rating
25659 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
52.5ft. - 59ft. - 59ft. - 52.5ft. PC BEAM SK 28° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4059 0442NX H Index
98.9235 Latitude
35:05:41.08 Longitude
-94:37:56.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 112 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
043 NBI Text
25659 Vault Link
http://plansrv1/bridgemaintvault/b25659 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.09474444 Longitude DD
-94.63223611 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25996 x
-10534412.336394 y
4176764.00062915 |
|||||||||||||||||||||||||||||||||||||
| 25658 | 4058 0020NX | 25658 | — | S.H. 112 | KANSAS CITY SOUTHERN R.R | 4058 0020NX | 79ft. - 56ft. - 66ft. PC BEAM SK 7° | 2000 | 35.09666667 | -94.62888889 | 202.999 | 40.4 | — | 3 | 7 | 2 | 37.402 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25995 BRKEY
25658 NBI No.
25658 On Under
1 Structure No.
4058 0020NX Control No.
058 Lane Ind.
N Milepoint
00200 Facility Carried
S.H. 112 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
02 County
079 Location
0.20 E JCT US-271 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.402 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
2000 ADT Total
4650 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
3 Road Width
37.402 Ref. Underclearance Rt.
R Underclearance Right
19.701 Underclearance Left
18.461 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.402 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.999 Deck Width
40.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 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
6 Underclearance
7 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
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7440 Future ADT Year
2042 Bypass Detour
0.124274 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
25658 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
79ft. - 56ft. - 66ft. PC BEAM SK 7° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4058 0020NX H Index
98.7581 Latitude
35:05:48 Longitude
-94:37:44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 112 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
187 NBI Text
25658 Vault Link
http://plansrv1/bridgemaintvault/b25658 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.09666667 Longitude DD
-94.62888889 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25995 x
-10534039.7255681 y
4177025.53026055 |
|||||||||||||||||||||||||||||||||||||
| 25657 | 4058 0020SX | 25657 | — | S.H. 112 | KANSAS CITY SOUTHERN R.R | 4058 0020SX | 79ft. - 56ft. - 66ft. PC BEAM SK 7° | 2000 | 35.09658889 | -94.62876111 | 202.999 | 40.4 | — | 3 | 7 | 2 | 37.402 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25994 BRKEY
25657 NBI No.
25657 On Under
1 Structure No.
4058 0020SX Control No.
058 Lane Ind.
S Milepoint
00200 Facility Carried
S.H. 112 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
02 County
079 Location
0.20 E JCT US-271 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.402 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
2000 ADT Total
4650 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
3 Road Width
37.402 Ref. Underclearance Rt.
R Underclearance Right
21.309 Underclearance Left
19.459 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.402 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.999 Deck Width
40.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7440 Future ADT Year
2042 Bypass Detour
0.124274 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
25657 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
79ft. - 56ft. - 66ft. PC BEAM SK 7° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4058 0020SX H Index
99.5821 Latitude
35:05:47.72 Longitude
-94:37:43.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 112 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
188 NBI Text
25657 Vault Link
http://plansrv1/bridgemaintvault/b25657 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.09658889 Longitude DD
-94.62876111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25994 x
-10534025.5011635 y
4177014.94775752 |
|||||||||||||||||||||||||||||||||||||
| 25847 | 5586T0945 X | 25847 | — | TULSA AVE. | KILPATRICK TP UNDER | 5586T0945 X | 2-106ft. PC BEAM | 1999 | 35.60993056 | -97.59391944 | 211.975 | 28.999 | — | 2 | 0 | 2 | 26.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 19 - Local (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25987 BRKEY
25847 NBI No.
25847 On Under
1 Structure No.
5586T0945 X Control No.
Lane Ind.
Milepoint
Facility Carried
TULSA AVE. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
125.69 Sufficiency
80.9 Kind Hwy
5 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1999 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
211.975 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
116.4 HS Inv. Rating Method
1 HS Inv. Method
57.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1810 Max Measured Clearance
1907 Min Measured Clearance
1810 NBI Rating
25847 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-106ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0945 X H Index
100 Latitude
35:36:35.75 Longitude
-97:35:38.11 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CROSS OVER #2 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
125.69 NBI Text
25847 Vault Link
http://plansrv1/bridgemaintvault/b25847 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
35.60993056 Longitude DD
-97.59391944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
25987 x
-10864105.4165806 y
4247080.31170847 |
|||||||||||||||||||||||||||||||||||||
| 25846 | 0958 0000WX | 25846 | — | S.H. 4 (MUSTANG RD | S. CANADIAN RIVER | 0958 0000WX | 12-44.5 M TYPE VI P.C. BULB TEE BEAM SPANS W/11.4 M CLEAR RDY. | 2001 | 35.32454167 | -97.72419722 | 1753.638 | 40 | — | 12 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.2 | Fair (5) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25986 BRKEY
25846 NBI No.
25846 On Under
1 Structure No.
0958 0000WX Control No.
058 Lane Ind.
W Milepoint
00000 Facility Carried
S.H. 4 (MUSTANG RD Feature Intersected
S. CANADIAN RIVER Division
04 County
017 Location
4.5S S.H. 152 Sufficiency
85.2 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2001 ADT Total
4600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
12 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1753.638 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
108 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25846 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-44.5 M TYPE VI P.C. BULB TEE BEAM SPANS W/11.4 M CLEAR RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0958 0000WX H Index
99.4701 Latitude
35:19:28.35 Longitude
-97:43:27.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 (MUSTANG RD 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
25846 Vault Link
http://plansrv1/bridgemaintvault/b25846 GIS FO/SD
Meets Standards H Inv. Method
13 Latitude DD
35.32454167 Longitude DD
-97.72419722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25986 x
-10878607.8727118 y
4208072.99211557 |
|||||||||||||||||||||||||||||||||||||
| 25758 | 0818 0814 X | 25758 | — | S.H. 9 | CREEK | 0818 0814 X | 2-10ft.X 6ft.X 295ft. BOX | 2001 | 35.11703889 | -98.48181389 | 22.999 | 0 | — | 2 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | 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 | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25981 BRKEY
25758 NBI No.
25758 On Under
1 Structure No.
0818 0814 X Control No.
018 Lane Ind.
Milepoint
08140 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
2.3 MI W JCT SH 146 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25758 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 295ft. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0814 X H Index
99.8881 Latitude
35:07:01.34 Longitude
-98:28:54.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
59 NBI Text
25758 Vault Link
http://plansrv1/bridgemaintvault/b25758 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.11703889 Longitude DD
-98.48181389 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25981 x
-10962945.3746327 y
4179797.65838709 |
|||||||||||||||||||||||||||||||||||||
| 25757 | 0818 0712 X | 25757 | — | S.H. 9 | CREEK | 0818 0712 X | 2-10ft.X 6ft.X 322ft. R.C.BOX | 2001 | 35.11717778 | -98.51348056 | 26.001 | 0 | — | 2 | 11 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25980 BRKEY
25757 NBI No.
25757 On Under
1 Structure No.
0818 0712 X Control No.
018 Lane Ind.
Milepoint
07120 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
4 MI W JCT SH 146 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
18 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25757 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 322ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0712 X H Index
100 Latitude
35:07:01.84 Longitude
-98:30:48.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
58 NBI Text
25757 Vault Link
http://plansrv1/bridgemaintvault/b25757 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.11717778 Longitude DD
-98.51348056 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25980 x
-10966470.4922122 y
4179816.56007434 |
|||||||||||||||||||||||||||||||||||||
| 25756 | 0818 0655 X | 25756 | — | S.H. 9 | CREEK | 0818 0655 X | 2-10ft.X 6ft.X 312ft. BOX | 2001 | 35.11724722 | -98.52297222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25979 BRKEY
25756 NBI No.
25756 On Under
1 Structure No.
0818 0655 X Control No.
018 Lane Ind.
Milepoint
06550 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
4.6 MI W JCT SH 146 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
1600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
13 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25756 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 312ft. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0655 X H Index
100 Latitude
35:07:02.09 Longitude
-98:31:22.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
57 NBI Text
25756 Vault Link
http://plansrv1/bridgemaintvault/b25756 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.11724722 Longitude DD
-98.52297222 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25979 x
-10967527.0989702 y
4179826.01024959 |
|||||||||||||||||||||||||||||||||||||
| 25755 | 7320 0600 X | 25755 | — | S.H. 72 | COWETA CREEK | 7320 0600 X | 4-90ft.PC.BM. SPANS - | 1998 | 35.934469 | -95.653028 | 361.67 | 65.82 | — | 4 | 0 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25978 BRKEY
25755 NBI No.
25755 On Under
1 Structure No.
7320 0600 X Control No.
020 Lane Ind.
Milepoint
06000 Facility Carried
S.H. 72 Feature Intersected
COWETA CREEK Division
01 County
145 Location
0.4 MI S W COWETA Sufficiency
65.9 Kind Hwy
3 Level Service
1 Route No.
00072 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 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
1998 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
361.67 Deck Width
65.82 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.2 HS Inv. Rating Method
1 HS Inv. Method
52.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25755 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
4-90ft.PC.BM. SPANS - Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7320 0600 X H Index
98.7626 Latitude
35:56:04.09 Longitude
-95:39:10.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 72 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
25755 Vault Link
http://plansrv1/bridgemaintvault/b25755 GIS FO/SD
Meets Standards H Inv. Method
34.8 Latitude DD
35.934469 Longitude DD
-95.653028 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25978 x
-10648046.3697947 y
4291608.14987779 |
|||||||||||||||||||||||||||||||||||||
| 25754 | 0604 0398 X | 25754 | — | U.S. 270 | CREEK | 0604 0398 X | 3-10ft.X4ft.X175ft. RDY. R.C.B. | 1998 | 35.78520833 | -98.41438056 | 32.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25977 BRKEY
25754 NBI No.
25754 On Under
1 Structure No.
0604 0398 X Control No.
004 Lane Ind.
Milepoint
03980 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
4.1MI S JCT S.H. 33 Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
1998 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
32.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
40.000002 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
25754 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
3-10ft.X4ft.X175ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0398 X H Index
98.35 Latitude
35:47:06.75 Longitude
-98:24:51.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25754 Vault Link
http://plansrv1/bridgemaintvault/b25754 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.78520833 Longitude DD
-98.41438056 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25977 x
-10955438.7306746 y
4271106.47673151 |
|||||||||||||||||||||||||||||||||||||
| 25654 | 0312 0027 X | 25654 | — | S.H. 3 | UP R.R. UNDER | 0312 0100 X | (3) 98.4ft. PC BEAM SK 32° | 2000 | 34.37465278 | -96.13083889 | 297.201 | 67.001 | — | 3 | 32 | 4 | 51.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25973 BRKEY
25654 NBI No.
25654 On Under
1 Structure No.
0312 0027 X Control No.
012 Lane Ind.
Milepoint
00270 Facility Carried
S.H. 3 Feature Intersected
UP R.R. UNDER Division
02 County
005 Location
0.27 E JCT US-69 Sufficiency
70.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
51.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5900 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
51.699 Ref. Underclearance Rt.
R Underclearance Right
38.75 Underclearance Left
16.67 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
62.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
297.201 Deck Width
67.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.8 HS Inv. Rating Method
1 HS Inv. Method
38.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2303 Min Measured Clearance
2208 NBI Rating
25654 ODOT County
03 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
7.7 Rt. Curb SW
7.7 Description
(3) 98.4ft. PC BEAM SK 32° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0312 0100 X H Index
99.9209 Latitude
34:22:28.75 Longitude
-96:07:51.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32 NBI Text
25654 Vault Link
http://plansrv1/bridgemaintvault/b25654 GIS FO/SD
Meets Standards H Inv. Method
26.2 Latitude DD
34.37465278 Longitude DD
-96.13083889 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25973 x
-10701236.034765 y
4079220.36907917 |
|||||||||||||||||||||||||||||||||||||
| 25653 | 0312 0011 X | 25653 | — | S.H. 3 | SANDY CREEK | 0312 0051 X | (3) 11ft. X 15ft. X 222ft. LONG RCB SK 30° | 2000 | 34.37447222 | -96.13317222 | 42.7 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25972 BRKEY
25653 NBI No.
25653 On Under
1 Structure No.
0312 0011 X Control No.
012 Lane Ind.
Milepoint
00110 Facility Carried
S.H. 3 Feature Intersected
SANDY CREEK Division
02 County
005 Location
0.11 E JCT US-69 Sufficiency
83.3 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
2000 ADT Total
5900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
42.7 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
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9440 Future ADT Year
2042 Bypass Detour
3.106856 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
25653 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 11ft. X 15ft. X 222ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0312 0051 X H Index
98.4982 Latitude
34:22:28.1 Longitude
-96:07:59.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31 NBI Text
25653 Vault Link
http://plansrv1/bridgemaintvault/b25653 GIS FO/SD
Meets Standards H Inv. Method
35.99 Latitude DD
34.37447222 Longitude DD
-96.13317222 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25972 x
-10701495.7798725 y
4079196.01637986 |
|||||||||||||||||||||||||||||||||||||
| 25750 | 7612 0958 X | 25750 | — | U.S. 281 | N FORK EAGLE CHIEF CREEK | 7612 0958 X | (60ft.-54ft.-60ft.) PC BM SPANS | 2000 | 36.731372 | -98.666053 | 187.008 | 41.699 | — | 3 | 30 | 2 | 39.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25955 BRKEY
25750 NBI No.
25750 On Under
1 Structure No.
7612 0958 X Control No.
012 Lane Ind.
Milepoint
09580 Facility Carried
U.S. 281 Feature Intersected
N FORK EAGLE CHIEF CREEK Division
06 County
151 Location
4.5 MI S JCT US-64 Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.3 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
39.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
187.008 Deck Width
41.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.2 HS Inv. Rating Method
3 HS Inv. Method
41.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25750 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(60ft.-54ft.-60ft.) PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7612 0958 X H Index
98.4154 Latitude
36:43:52.94 Longitude
-98:39:57.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 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
25750 Vault Link
http://plansrv1/bridgemaintvault/b25750 GIS FO/SD
Meets Standards H Inv. Method
41.7 Latitude DD
36.731372 Longitude DD
-98.666053 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25955 x
-10983454.7785421 y
4401729.35982373 |
|||||||||||||||||||||||||||||||||||||
| 25749 | 7612 0947 X | 25749 | — | U.S. 281 | LITTLE EAGLE CHIEF O'FLO | 7612 0947 X | (33ft.-39ft.-33ft.) PC BM SPANS | 2000 | 36.729864 | -98.666061 | 106.955 | 41.798 | — | 3 | 0 | 2 | 39.501 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25954 BRKEY
25749 NBI No.
25749 On Under
1 Structure No.
7612 0947 X Control No.
012 Lane Ind.
Milepoint
09470 Facility Carried
U.S. 281 Feature Intersected
LITTLE EAGLE CHIEF O'FLO Division
06 County
151 Location
4.6 MI S JCT US-64 Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.501 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
106.955 Deck Width
41.798 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.3 HS Inv. Rating Method
3 HS Inv. Method
39.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25749 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(33ft.-39ft.-33ft.) PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7612 0947 X H Index
98.598 Latitude
36:43:47.51 Longitude
-98:39:57.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 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
25749 Vault Link
http://plansrv1/bridgemaintvault/b25749 GIS FO/SD
Meets Standards H Inv. Method
39.5 Latitude DD
36.729864 Longitude DD
-98.666061 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25954 x
-10983455.6690981 y
4401519.90383743 |
|||||||||||||||||||||||||||||||||||||
| 25748 | 7612 0700 X | 25748 | — | U.S. 281 | EAGLE CHIEF CREEK | 7612 0700 X | 92ft.-98ft.-92ft. P.C.BEAM SPANS | 2000 | 36.694056 | -98.666469 | 284.121 | 41.699 | — | 3 | 0 | 2 | 39.301 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25953 BRKEY
25748 NBI No.
25748 On Under
1 Structure No.
7612 0700 X Control No.
012 Lane Ind.
Milepoint
07000 Facility Carried
U.S. 281 Feature Intersected
EAGLE CHIEF CREEK Division
06 County
151 Location
7.2 MI N JCT SH-45 Sufficiency
89.3 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.301 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
284.121 Deck Width
41.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.3 HS Inv. Rating Method
1 HS Inv. Method
47.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25748 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
92ft.-98ft.-92ft. P.C.BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7612 0700 X H Index
98.174 Latitude
36:41:38.6 Longitude
-98:39:59.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 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
25748 Vault Link
http://plansrv1/bridgemaintvault/b25748 GIS FO/SD
Meets Standards H Inv. Method
32.8 Latitude DD
36.694056 Longitude DD
-98.666469 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25953 x
-10983501.0874503 y
4396547.50428753 |
|||||||||||||||||||||||||||||||||||||
| 25747 | 7612 0283 X | 25747 | — | U.S. 281 | SAND CREEK | 7612 0283 X | 40ft.-52ft.-40ft. PC BM. SPANS | 2000 | 36.633806 | -98.666144 | 133.858 | 42.028 | — | 3 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25952 BRKEY
25747 NBI No.
25747 On Under
1 Structure No.
7612 0283 X Control No.
012 Lane Ind.
Milepoint
02830 Facility Carried
U.S. 281 Feature Intersected
SAND CREEK Division
06 County
151 Location
3.0 MI N JCT SH 45 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.37 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
133.858 Deck Width
42.028 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.2 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25747 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-52ft.-40ft. PC BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7612 0283 X H Index
96.863 Latitude
36:38:01.7 Longitude
-98:39:58.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 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
25747 Vault Link
http://plansrv1/bridgemaintvault/b25747 GIS FO/SD
Meets Standards H Inv. Method
29.9 Latitude DD
36.633806 Longitude DD
-98.666144 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25952 x
-10983464.9086158 y
4388186.24302202 |
|||||||||||||||||||||||||||||||||||||
| 25554 | 5567 0247 X | 25554 | — | FAU 9620 (BRITTON | U.S. 77 UNDER | 5567 0247 X | 45ft.,95ft.,95ft. 45ft.PC BM SPAN | 2003 | 35.56538056 | -97.51432778 | 282.152 | 139.888 | — | 4 | 0 | 8 | 121.391 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25945 BRKEY
25554 NBI No.
25554 On Under
1 Structure No.
5567 0247 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9620 (BRITTON Feature Intersected
U.S. 77 UNDER Division
04 County
109 Location
1 MI N. OF WILSHIRE BLVD Sufficiency
88.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
74.8 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2003 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
121.391 Ref. Underclearance Rt.
H Underclearance Right
18.199 Underclearance Left
13.199 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
121.391 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
282.152 Deck Width
139.888 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97.995 HS Inv. Rating Method
1 HS Inv. Method
44.974 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1703 Min Measured Clearance
1611 NBI Rating
25554 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5.899 Rt. Curb SW
5.801 Description
45ft.,95ft.,95ft. 45ft.PC BM SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5567 0247 X H Index
97.485 Latitude
35:33:55.37 Longitude
-97:30:51.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
FAU 9620 (BRITTON 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
25554 Vault Link
http://plansrv1/bridgemaintvault/b25554 GIS FO/SD
Meets Standards H Inv. Method
30.975 Latitude DD
35.56538056 Longitude DD
-97.51432778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25945 x
-10855245.313518 y
4240982.02834746 |
|||||||||||||||||||||||||||||||||||||
| 25552 | 0604 0498EX | 25552 | — | U.S. 270 | RELAY CREEK | 0604 0498 X | 3-40ft. P/S CONC. BEAM SPANS | 1998 | 35.77229167 | -98.40574167 | 122.001 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25943 BRKEY
25552 NBI No.
25552 On Under
1 Structure No.
0604 0498EX Control No.
004 Lane Ind.
E Milepoint
04980 Facility Carried
U.S. 270 Feature Intersected
RELAY CREEK Division
05 County
011 Location
5.2 MI S JCT S.H. 33 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1998 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
0.1 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
25552 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0498 X H Index
98.6303 Latitude
35:46:20.25 Longitude
-98:24:20.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25552 Vault Link
http://plansrv1/bridgemaintvault/b25552 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.77229167 Longitude DD
-98.40574167 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25943 x
-10954477.0538388 y
4269334.12346859 |
|||||||||||||||||||||||||||||||||||||
| 25550 | 7114R1758 X | 25550 | — | S.H. 5 | EAST JACK CREEK | 7114R1758 X | 3-55ft. P.C. BEAM SPANS | 1998 | 34.39166667 | -98.70833333 | 166.01 | 26.001 | — | 3 | 0 | 2 | 22.966 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25941 BRKEY
25550 NBI No.
25550 On Under
1 Structure No.
7114R1758 X Control No.
014 Lane Ind.
Milepoint
17580 Facility Carried
S.H. 5 Feature Intersected
EAST JACK CREEK Division
05 County
141 Location
4.3 MI W COTTON C/L Sufficiency
77.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
1260 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
22.966 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.01 Deck Width
26.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25550 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. P.C. BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1758 X H Index
100 Latitude
34:23:30 Longitude
-98:42:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
UC2-3-98 NBI Text
25550 Vault Link
http://plansrv1/bridgemaintvault/b25550 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.39166667 Longitude DD
-98.70833333 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25941 x
-10988161.4033483 y
4081515.32193605 |
|||||||||||||||||||||||||||||||||||||
| 25549 | 7114R1690 X | 25549 | — | S.H. 5 | JACK CREEK TRIB. | 7114R1690 X | 70ft. P.C. BEAM SPAN | 1998 | 34.39166667 | -98.72 | 70.866 | 42.201 | — | 1 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25940 BRKEY
25549 NBI No.
25549 On Under
1 Structure No.
7114R1690 X Control No.
014 Lane Ind.
Milepoint
16900 Facility Carried
S.H. 5 Feature Intersected
JACK CREEK TRIB. Division
05 County
141 Location
5 MI W COTTON C/L Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
1260 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
70.866 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25549 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft. P.C. BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1690 X H Index
100 Latitude
34:23:30 Longitude
-98:43:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
UC2-3-98 NBI Text
25549 Vault Link
http://plansrv1/bridgemaintvault/b25549 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.39166667 Longitude DD
-98.72 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25940 x
-10989460.131112 y
4081515.32193605 |
|||||||||||||||||||||||||||||||||||||
| 25852 | 5586T1010SX | 25852 | — | KILPATRICK TP EB | BLUFF CREEK | 5586T1010SX | 3-75ft. PC BEAM SPANS | 1999 | 35.609475 | -97.605175 | 225 | 57.7 | — | 3 | 0 | 3 | 55 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25939 BRKEY
25852 NBI No.
25852 On Under
1 Structure No.
5586T1010SX Control No.
086 Lane Ind.
S Milepoint
10100 Facility Carried
KILPATRICK TP EB Feature Intersected
BLUFF CREEK Division
04 County
109 Location
125.04EB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1999 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
55 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225 Deck Width
57.7 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.053 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25852 ODOT County
55 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
3-75ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1010SX H Index
95.7549 Latitude
35:36:34.11 Longitude
-97:36:18.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125.04EB NBI Text
25852 Vault Link
http://plansrv1/bridgemaintvault/b25852 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.609475 Longitude DD
-97.605175 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25939 x
-10865358.3797884 y
4247017.93462126 |
|||||||||||||||||||||||||||||||||||||
| 25851 | 5586T1010NX | 25851 | — | KILPATRICK TP WB | BLUFF CREEK | 5586T1010NX | 3-75ft. PC BEAM SPANS | 1999 | 35.60978889 | -97.605175 | 225 | 57.7 | — | 3 | 0 | 3 | 55 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 15950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25938 BRKEY
25851 NBI No.
25851 On Under
1 Structure No.
5586T1010NX Control No.
086 Lane Ind.
N Milepoint
10100 Facility Carried
KILPATRICK TP WB Feature Intersected
BLUFF CREEK Division
04 County
109 Location
125.04WB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1999 ADT Total
15950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
55 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
55 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225 Deck Width
57.7 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.053 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
- Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25851 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-75ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1010NX H Index
95.7701 Latitude
35:36:35.24 Longitude
-97:36:18.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125.04WB NBI Text
25851 Vault Link
http://plansrv1/bridgemaintvault/b25851 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.60978889 Longitude DD
-97.605175 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25938 x
-10865358.3797884 y
4247060.91365051 |
|||||||||||||||||||||||||||||||||||||
| 25850 | 5586T0994NX | 25850 | — | KILPATRICK TP | MERIDIAN AVE. UNDER | 5586T0994SX | 2-100ft. PC BEAM SPANS | 1999 | 35.609806 | -97.602578 | 200 | 57.7 | — | 2 | 0 | 3 | 54 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25937 BRKEY
25850 NBI No.
25850 On Under
1 Structure No.
5586T0994NX Control No.
086 Lane Ind.
N Milepoint
09940 Facility Carried
KILPATRICK TP Feature Intersected
MERIDIAN AVE. UNDER Division
04 County
109 Location
125.19WB Sufficiency
95.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1999 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
54 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
54 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200 Deck Width
57.7 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.1 HS Inv. Rating Method
1 HS Inv. Method
50.3 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
1801 Min Measured Clearance
1708 NBI Rating
25850 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0994SX H Index
100 Latitude
35:36:35.3 Longitude
-97:36:09.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125.19WB NBI Text
25850 Vault Link
http://plansrv1/bridgemaintvault/b25850 GIS FO/SD
FO H Inv. Method
44.9 Latitude DD
35.609806 Longitude DD
-97.602578 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25937 x
-10865069.2830708 y
4247063.25642254 |
|||||||||||||||||||||||||||||||||||||
| 25849 | 5586T0994SX | 25849 | — | KILPATRICK TP | MERIDIAN AVE. UNDER | 5586T0994NX | -2-100ft. PC BEAM SPANS | 1999 | 35.609494 | -97.602575 | 200 | 57.7 | — | 2 | 0 | 3 | 54 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 15950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25936 BRKEY
25849 NBI No.
25849 On Under
1 Structure No.
5586T0994SX Control No.
086 Lane Ind.
S Milepoint
09940 Facility Carried
KILPATRICK TP Feature Intersected
MERIDIAN AVE. UNDER Division
04 County
109 Location
125.19EB Sufficiency
95.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1999 ADT Total
15950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
54 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
54 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200 Deck Width
57.7 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.1 HS Inv. Rating Method
1 HS Inv. Method
50.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1706 Min Measured Clearance
1702 NBI Rating
25849 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
-2-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0994NX H Index
95.4167 Latitude
35:36:34.18 Longitude
-97:36:09.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125.19EB NBI Text
25849 Vault Link
http://plansrv1/bridgemaintvault/b25849 GIS FO/SD
FO H Inv. Method
44.9 Latitude DD
35.609494 Longitude DD
-97.602575 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25936 x
-10865068.9491123 y
4247020.53616973 |
|||||||||||||||||||||||||||||||||||||
| 25848 | 0958 0000EX | 25848 | — | S.H. 4 (MUSTANG RD | S. CANADIAN RIVER | 0958 0000EX | 12-44.5 M TYPE VI P.C. BULB TEE BEAM SPANS W/11.4 M CLEAR RDY. | 2001 | 35.32454167 | -97.72375556 | 1753.638 | 40 | — | 12 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.2 | Fair (5) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25935 BRKEY
25848 NBI No.
25848 On Under
1 Structure No.
0958 0000EX Control No.
058 Lane Ind.
E Milepoint
00000 Facility Carried
S.H. 4 (MUSTANG RD Feature Intersected
S. CANADIAN RIVER Division
04 County
017 Location
4.5S S.H. 152 Sufficiency
85.2 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2001 ADT Total
5200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
12 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1753.638 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
108 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25848 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-44.5 M TYPE VI P.C. BULB TEE BEAM SPANS W/11.4 M CLEAR RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0958 0000EX H Index
99.5376 Latitude
35:19:28.35 Longitude
-97:43:25.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 (MUSTANG RD 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
25848 Vault Link
http://plansrv1/bridgemaintvault/b25848 GIS FO/SD
Meets Standards H Inv. Method
13 Latitude DD
35.32454167 Longitude DD
-97.72375556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25935 x
-10878558.7073455 y
4208072.99211557 |
|||||||||||||||||||||||||||||||||||||
| 25746 | 7612 0257 X | 25746 | — | U.S. 281 | COTTONWOOD CREEK | 7612 0257 X | 33ft.-39ft.-33ft. PC BEAM SPANS | 2000 | 36.630083 | -98.666153 | 106.955 | 41.699 | — | 3 | 0 | 2 | 39.199 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25934 BRKEY
25746 NBI No.
25746 On Under
1 Structure No.
7612 0257 X Control No.
012 Lane Ind.
Milepoint
02570 Facility Carried
U.S. 281 Feature Intersected
COTTONWOOD CREEK Division
06 County
151 Location
2.8 MI N JCT SH 45 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.199 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.199 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
106.955 Deck Width
41.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.2 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25746 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-39ft.-33ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7612 0257 X H Index
82.5535 Latitude
36:37:48.3 Longitude
-98:39:58.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 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
25746 Vault Link
http://plansrv1/bridgemaintvault/b25746 GIS FO/SD
Meets Standards H Inv. Method
29.9 Latitude DD
36.630083 Longitude DD
-98.666153 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25934 x
-10983465.9104912 y
4387669.79411783 |
|||||||||||||||||||||||||||||||||||||
| 25745 | 5144 0000WX | 25745 | — | U.S. 69 SB | U.S. 64 UNDER | 5156 1270WX | 2-90ft. PC BEAM SPANS | 1998 | 35.711264 | -95.402986 | 183.071 | 53.999 | — | 2 | 0 | 3 | 48.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25933 BRKEY
25745 NBI No.
25745 On Under
1 Structure No.
5144 0000WX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 SB Feature Intersected
U.S. 64 UNDER Division
01 County
101 Location
JCT. U.S. 69/U.S. 64 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49 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
1998 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
48.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.071 Deck Width
53.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
119 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1708 Min Measured Clearance
1704 NBI Rating
25745 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1270WX H Index
98.5316 Latitude
35:42:40.55 Longitude
-95:24:10.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 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
25745 Vault Link
http://plansrv1/bridgemaintvault/b25745 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.711264 Longitude DD
-95.402986 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25933 x
-10620211.8216778 y
4260964.13100228 |
|||||||||||||||||||||||||||||||||||||
| 25744 | 5144 0001EX | 25744 | — | U.S. 69 NB | U.S. 64 UNDER | 5156 1270EX | 2-90ft. PC BEAM SPANS | 1998 | 35.71126389 | -95.40258333 | 183.071 | 43.701 | — | 2 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25932 BRKEY
25744 NBI No.
25744 On Under
1 Structure No.
5144 0001EX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 NB Feature Intersected
U.S. 64 UNDER Division
01 County
101 Location
JCT. U.S. 69/U.S. 64 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1998 ADT Total
7800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.071 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
119 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1710 Min Measured Clearance
1704 NBI Rating
25744 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1270EX H Index
96.8145 Latitude
35:42:40.55 Longitude
-95:24:09.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 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
25744 Vault Link
http://plansrv1/bridgemaintvault/b25744 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.71126389 Longitude DD
-95.40258333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25932 x
-10620166.9966584 y
4260964.11592148 |
|||||||||||||||||||||||||||||||||||||
| 25743 | 5144 0080NX | 25743 | — | U.S. 64 WB | UP R.R. UNDER | 5144 0080NX | 3- 70 FT. PC BEAM SPANS | 1998 | 35.71165556 | -95.38926944 | 212.001 | 41.001 | — | 3 | 27 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25931 BRKEY
25743 NBI No.
25743 On Under
1 Structure No.
5144 0080NX Control No.
044 Lane Ind.
N Milepoint
00800 Facility Carried
U.S. 64 WB Feature Intersected
UP R.R. UNDER Division
01 County
101 Location
0.8 E. OF US-69 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1998 ADT Total
6600 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
16.499 Underclearance Left
36.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
212.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2308 Min Measured Clearance
2306 NBI Rating
25743 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- 70 FT. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5144 0080NX H Index
95.9322 Latitude
35:42:41.96 Longitude
-95:23:21.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
25743 Vault Link
http://plansrv1/bridgemaintvault/b25743 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.71165556 Longitude DD
-95.38926944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25931 x
-10618684.9012032 y
4261017.81332036 |
|||||||||||||||||||||||||||||||||||||
| 25742 | 5144 0080SX | 25742 | — | U.S. 64 EB | UP R.R. UNDER | 5144 0080SX | 3-70 FT. PC BEAM SPANS | 1998 | 35.71135833 | -95.38945833 | 212.001 | 41.001 | — | 3 | 27 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25930 BRKEY
25742 NBI No.
25742 On Under
1 Structure No.
5144 0080SX Control No.
044 Lane Ind.
S Milepoint
00800 Facility Carried
U.S. 64 EB Feature Intersected
UP R.R. UNDER Division
01 County
101 Location
0.8 E. OF US-69 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1998 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
16.499 Underclearance Left
36.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
212.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2308 Min Measured Clearance
2306 NBI Rating
25742 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70 FT. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5144 0080SX H Index
98.6165 Latitude
35:42:40.89 Longitude
-95:23:22.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
25742 Vault Link
http://plansrv1/bridgemaintvault/b25742 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.71135833 Longitude DD
-95.38945833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25930 x
-10618705.9283418 y
4260977.06348676 |
|||||||||||||||||||||||||||||||||||||
| 25542 | 5810 1445 X | 25542 | — | U.S. 60 | LOST CREEK & BNSF UNDER | 5810 1445 X | 50ft.-6-100ft.-50ft. PCB S | 1996 | 36.80259722 | -94.70180278 | 700 | 42 | — | 7 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25898 BRKEY
25542 NBI No.
25542 On Under
1 Structure No.
5810 1445 X Control No.
010 Lane Ind.
Milepoint
14450 Facility Carried
U.S. 60 Feature Intersected
LOST CREEK & BNSF UNDER Division
08 County
115 Location
0.2 MI E SH10 Sufficiency
84.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
7 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
7 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
16.1 Underclearance Left
32.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
700 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25542 ODOT County
58 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-6-100ft.-50ft. PCB S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1445 X H Index
98.3483 Latitude
36:48:09.35 Longitude
-94:42:06.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25542 Vault Link
http://plansrv1/bridgemaintvault/b25542 GIS FO/SD
Meets Standards H Inv. Method
28.5 Latitude DD
36.80259722 Longitude DD
-94.70180278 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25898 x
-10542156.4626746 y
4411626.98779856 |
|||||||||||||||||||||||||||||||||||||
| 25541 | 7114R1675 X | 25541 | — | S.H. 5 | JACK CREEK | 7114R1675 X | 100ft. P.C. BEAM SPAN | 1998 | 34.39166667 | -98.72166667 | 101.05 | 42.201 | — | 1 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25897 BRKEY
25541 NBI No.
25541 On Under
1 Structure No.
7114R1675 X Control No.
014 Lane Ind.
Milepoint
16750 Facility Carried
S.H. 5 Feature Intersected
JACK CREEK Division
05 County
141 Location
5.1 MI W COTTON C/L Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
1260 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25541 ODOT County
71 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
100ft. P.C. BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1675 X H Index
100 Latitude
34:23:30 Longitude
-98:43:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
UC2-3-98 NBI Text
25541 Vault Link
http://plansrv1/bridgemaintvault/b25541 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.39166667 Longitude DD
-98.72166667 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25897 x
-10989645.6639677 y
4081515.32193605 |
|||||||||||||||||||||||||||||||||||||
| 25540 | 7114 1181 X | 25540 | — | S.H. 5 | HORSE CREEK | 7114 1181 X | 3-50ft. P/S CONC. BEAM SPANS | 1998 | 34.39159722 | -98.80975833 | 149.934 | 44.6 | — | 3 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25896 BRKEY
25540 NBI No.
25540 On Under
1 Structure No.
7114 1181 X Control No.
014 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 5 Feature Intersected
HORSE CREEK Division
05 County
141 Location
11.9 MI E JCT U.S. 183 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
149.934 Deck Width
44.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
71.2 HS Inv. Rating Method
1 HS Inv. Method
42.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 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
25540 ODOT County
71 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
3-50ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1181 X H Index
99.8374 Latitude
34:23:29.75 Longitude
-98:48:35.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25540 Vault Link
http://plansrv1/bridgemaintvault/b25540 GIS FO/SD
Meets Standards H Inv. Method
33.3 Latitude DD
34.39159722 Longitude DD
-98.80975833 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25896 x
-10999451.982702 y
4081505.95308476 |
|||||||||||||||||||||||||||||||||||||
| 25539 | 7114 1099 X | 25539 | — | S.H. 5 | CREEK | 7114 1130 X | 3-13ft.x13ft.x128ft. RDY. R.C.B. | 1998 | 34.391525 | -98.82377778 | 42.979 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | 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 | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25895 BRKEY
25539 NBI No.
25539 On Under
1 Structure No.
7114 1099 X Control No.
014 Lane Ind.
Milepoint
11300 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
10.9 MI E JCT U.S. 183 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
42.979 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 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
25539 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-13ft.x13ft.x128ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1130 X H Index
93.4 Latitude
34:23:29.49 Longitude
-98:49:25.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25539 Vault Link
http://plansrv1/bridgemaintvault/b25539 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.391525 Longitude DD
-98.82377778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25895 x
-11001012.6207372 y
4081496.21056687 |
|||||||||||||||||||||||||||||||||||||
| 25538 | 1912 1129 X | 25538 | — | S.H. 48 | LITTLE DEEP FORK CREEK | 1912 1129 X | 52ft.78ft.52ft.PCB SPANS | 1999 | 35.80274167 | -96.38710833 | 182.001 | 40.978 | — | 3 | 0 | 2 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25894 BRKEY
25538 NBI No.
25538 On Under
1 Structure No.
1912 1129 X Control No.
012 Lane Ind.
Milepoint
11290 Facility Carried
S.H. 48 Feature Intersected
LITTLE DEEP FORK CREEK Division
08 County
037 Location
11.3 MI N OKFUSKIE C/L Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.999 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
1999 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.001 Deck Width
40.978 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
34.175415 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
25538 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
52ft.78ft.52ft.PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1912 1129 X H Index
99.1254 Latitude
35:48:09.87 Longitude
-96:23:13.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25538 Vault Link
http://plansrv1/bridgemaintvault/b25538 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.80274167 Longitude DD
-96.38710833 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25894 x
-10729763.8183317 y
4273512.76640439 |
|||||||||||||||||||||||||||||||||||||
| 25537 | 7114 1057 X | 25537 | — | S.H. 5 | DEEP RED CREEK | 7114 1057 X | 6-100ft. P/S CONC. BEAM SPANS | 1998 | 34.39175 | -98.83107222 | 602.034 | 42.001 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25893 BRKEY
25537 NBI No.
25537 On Under
1 Structure No.
7114 1057 X Control No.
014 Lane Ind.
Milepoint
10570 Facility Carried
S.H. 5 Feature Intersected
DEEP RED CREEK Division
05 County
141 Location
10.8 MI EAST U.S. 183 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
602.034 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.2 HS Inv. Rating Method
1 HS Inv. Method
42.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
39.767756 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
25537 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1057 X H Index
99.6807 Latitude
34:23:30.3 Longitude
-98:49:51.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25537 Vault Link
http://plansrv1/bridgemaintvault/b25537 GIS FO/SD
Meets Standards H Inv. Method
28.8 Latitude DD
34.39175 Longitude DD
-98.83107222 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25893 x
-11001824.6340836 y
4081526.56321885 |
|||||||||||||||||||||||||||||||||||||
| 25825 | 5568 0018 XR | 25825 | — | I-35 SB TO I-40 EB | I-40 WEST UNDER | 5568 0018 XR | 50ft.-90ft.-50ft. P.C. BEAM SPANS W/ 25ft. RDY & SLOPED FACE PARAPETS | 2000 | 35.467225 | -97.467892 | 192.001 | 27.999 | — | 3 | 0 | 1 | 25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 38350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25888 BRKEY
25825 NBI No.
25825 On Under
1 Structure No.
5568 0018 XR Control No.
Lane Ind.
Milepoint
Facility Carried
I-35 SB TO I-40 EB Feature Intersected
I-40 WEST UNDER Division
04 County
109 Location
MID LVL BR FT. SMITH JCT. Sufficiency
85 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25 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
2000 ADT Total
38350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
23.999 Underclearance Left
10.4 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.001 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
61360 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
1809 Min Measured Clearance
1710 NBI Rating
25825 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-90ft.-50ft. P.C. BEAM SPANS W/ 25ft. RDY & SLOPED FACE PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0018 XR H Index
91.3297 Latitude
35:28:02.01 Longitude
-97:28:04.41 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB TO E.B. I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BR. I NBI Text
25825 Vault Link
http://plansrv1/bridgemaintvault/b25825 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.467225 Longitude DD
-97.467892 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25888 x
-10850076.1061338 y
4227557.82999634 |
|||||||||||||||||||||||||||||||||||||
| 25824 | 5515 0758WX | 25824 | — | I-35 SB | UP R.R. UNDER | 5515 0758WX | 66ft.,62ft.,72ft. PCB SPANS X CLR 56ft. RDY W/ SLOPED FACE PARAPET | 2000 | 35.469311 | -97.4671 | 202.1 | 58.999 | — | 3 | 17 | 2 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25887 BRKEY
25824 NBI No.
25824 On Under
1 Structure No.
5515 0758WX Control No.
015 Lane Ind.
W Milepoint
07580 Facility Carried
I-35 SB Feature Intersected
UP R.R. UNDER Division
04 County
109 Location
N EDGE FT. SMITH JCT. Sufficiency
97.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
55.997 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
2000 ADT Total
36650 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
56.001 Ref. Underclearance Rt.
R Underclearance Right
17.99 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
55.997 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.1 Deck Width
58.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
58640 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2302 Max Measured Clearance
2606 Min Measured Clearance
2606 NBI Rating
25824 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
66ft.,62ft.,72ft. PCB SPANS X CLR 56ft. RDY W/ SLOPED FACE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0758WX H Index
92.4389 Latitude
35:28:09.52 Longitude
-97:28:01.56 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
BR. E NBI Text
25824 Vault Link
http://plansrv1/bridgemaintvault/b25824 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.469311 Longitude DD
-97.4671 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25887 x
-10849987.9410971 y
4227842.95021678 |
|||||||||||||||||||||||||||||||||||||
| 25729 | 0714 1786 X | 25729 | — | S.H. 70E | TUKLO CREEK | 0714 1786 X | (3) 52.5ft. PC BEAM | 2000 | 33.88853056 | -96.10850278 | 158.136 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 360 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25881 BRKEY
25729 NBI No.
25729 On Under
1 Structure No.
0714 1786 X Control No.
014 Lane Ind.
Milepoint
17860 Facility Carried
S.H. 70E Feature Intersected
TUKLO CREEK Division
02 County
013 Location
17.86 E JCT SH-78 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
0070E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2000 ADT Total
360 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
158.136 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
576 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25729 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 52.5ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0714 1786 X H Index
99.7046 Latitude
33:53:18.71 Longitude
-96:06:30.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 70E Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
063 NBI Text
25729 Vault Link
http://plansrv1/bridgemaintvault/b25729 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
33.88853056 Longitude DD
-96.10850278 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25881 x
-10698749.5903735 y
4013844.20649749 |
|||||||||||||||||||||||||||||||||||||
| 25631 | 6602 0201WX | 25631 | — | S.H. 66 WB | SPUNKY CREEK | 6602 0201WX | 45ft.-75ft.-45ft. PCBM SPANS | 2000 | 36.18797222 | -95.73998889 | 170.932 | 39.37 | — | 3 | 0 | 2 | 36.089 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25879 BRKEY
25631 NBI No.
25631 On Under
1 Structure No.
6602 0201WX Control No.
002 Lane Ind.
W Milepoint
02010 Facility Carried
S.H. 66 WB Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
1.7 MI N JCT I-44 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.089 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
2000 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.089 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.089 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.932 Deck Width
39.37 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.6 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25631 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-75ft.-45ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0201WX H Index
99.5279 Latitude
36:11:16.7 Longitude
-95:44:23.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25631 Vault Link
http://plansrv1/bridgemaintvault/b25631 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.18797222 Longitude DD
-95.73998889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25879 x
-10657726.8117885 y
4326516.98068369 |
|||||||||||||||||||||||||||||||||||||
| 25630 | 6602 0201EX | 25630 | — | S.H. 66 EB | SPUNKY CREEK | 6602 0201EX | 45ft.-75ft.-45ft. PCBM | 2000 | 36.18771389 | -95.73980556 | 170.932 | 38.058 | — | 3 | 0 | 2 | 36.089 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 7500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25878 BRKEY
25630 NBI No.
25630 On Under
1 Structure No.
6602 0201EX Control No.
002 Lane Ind.
E Milepoint
02010 Facility Carried
S.H. 66 EB Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
1.7 MI N JCT I 44 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.089 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
2000 ADT Total
7500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.089 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.089 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.932 Deck Width
38.058 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.6 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25630 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-75ft.-45ft. PCBM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0201EX H Index
99.971 Latitude
36:11:15.77 Longitude
-95:44:23.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25630 Vault Link
http://plansrv1/bridgemaintvault/b25630 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.18771389 Longitude DD
-95.73980556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25878 x
-10657706.4035862 y
4326481.3498116 |
|||||||||||||||||||||||||||||||||||||
| 25536 | 1244 1000 X | 25536 | — | K R.R. | U.S. 70 UNDER | 1244 1000 X | RAILROAD 60ft. - 130ft. - 90ft. - 130ft. PLATE GIRDER | 1999 | 34.02868056 | -95.31543056 | 418.75 | 20 | — | 4 | 0 | 4 | 42.5 | 3 - Steel | Girder and Floorbeam System (03) | M | Not applicable (N) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 02 - Principal Arterial Other (Rural) | H | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25874 BRKEY
25536 NBI No.
25536 On Under
2 Structure No.
1244 1000 X Control No.
044 Lane Ind.
Milepoint
10000 Facility Carried
K R.R. Feature Intersected
U.S. 70 UNDER Division
02 County
023 Location
3.18 E JCT SH-147 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.5 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1999 ADT Total
5500 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
4 Road Width
42.5 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.499 Deck Structure Type
N No. Lanes
4 Fill RCB
Appr. Roadway Width
29.501 Span Type Main
M Material
3 - Steel Design
03 Length
418.75 Deck Width
20 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
8800 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1709 Max Measured Clearance
1811 Min Measured Clearance
1800 NBI Rating
25536 ODOT County
12 Nav. Control
N 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
RAILROAD 60ft. - 130ft. - 90ft. - 130ft. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1244 1000 X H Index
-1 Latitude
34:01:43.25 Longitude
-95:18:55.55 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 70 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
062 NBI Text
25536 Vault Link
http://plansrv1/bridgemaintvault/b25536 GIS FO/SD
FO H Inv. Method
0 Latitude DD
34.02868056 Longitude DD
-95.31543056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25874 x
-10610465.1946808 y
4032653.77506115 |
|||||||||||||||||||||||||||||||||||||
| 25534 | 5515 0758EX | 25534 | — | I-35 NB | U.P. R.R. UNDER | 5515 0758EX | 56ft., 63ft., 65ft. PCB SPANS X 44ft. CLR RDY W/ SLOPED FACE PARAPET | 1999 | 35.469339 | -97.466581 | 186.001 | 47.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9070 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25872 BRKEY
25534 NBI No.
25534 On Under
1 Structure No.
5515 0758EX Control No.
015 Lane Ind.
E Milepoint
07580 Facility Carried
I-35 NB Feature Intersected
U.P. R.R. UNDER Division
04 County
109 Location
N. EDGE FT. SMITH JCT. Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1999 ADT Total
9070 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
R Underclearance Right
17.99 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
186.001 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14512 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2302 Max Measured Clearance
2510 Min Measured Clearance
2510 NBI Rating
25534 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
56ft., 63ft., 65ft. PCB SPANS X 44ft. CLR RDY W/ SLOPED FACE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0758EX H Index
85.7354 Latitude
35:28:09.62 Longitude
-97:27:59.69 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
BR. F NBI Text
25534 Vault Link
http://plansrv1/bridgemaintvault/b25534 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.469339 Longitude DD
-97.466581 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25872 x
-10849930.1662813 y
4227846.77738413 |
|||||||||||||||||||||||||||||||||||||
| 25533 | 5515 0715 X | 25533 | — | I-35 NB | I-40 EB RAMP& I-40 EB&WB | 5515 0715 X | (1)-202ft. PLATE GIRDER SPAN - SPAN #6 | 1999 | 35.46415278 | -97.46986944 | 1797.001 | 46.998 | — | 1 | 0 | 2 | 43.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36260 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25871 BRKEY
25533 NBI No.
25533 On Under
1 Structure No.
5515 0715 X Control No.
015 Lane Ind.
Milepoint
07150 Facility Carried
I-35 NB Feature Intersected
I-40 EB RAMP& I-40 EB&WB Division
04 County
109 Location
S. EDGE FT. SMITH JCT. Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1999 ADT Total
36260 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
10.299 Underclearance Left
10.2 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
81.102 Span Type Main
M Material
3 - Steel Design
02 Length
1797.001 Deck Width
46.998 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
58015 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2806 Max Measured Clearance
3811 Min Measured Clearance
2809 NBI Rating
25533 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(1)-202ft. PLATE GIRDER SPAN - SPAN #6 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0715 X H Index
94.9691 Latitude
35:27:50.95 Longitude
-97:28:11.53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-35 N.B. W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
BR. K NBI Text
25533 Vault Link
http://plansrv1/bridgemaintvault/b25533 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.46415278 Longitude DD
-97.46986944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25871 x
-10850296.2337477 y
4227137.92397847 |
|||||||||||||||||||||||||||||||||||||
| 25823 | 5515 0739 X | 25823 | — | I-35 SB | I-35 RAMP & I-40 WB UND | 5515 0739 X | 140ft.-175ft.-140ft. PLATE GIRDER SPANS X 56ft. RDWY W/ SLOPED FACE PARAPETS | 2000 | 35.466875 | -97.46832222 | 458.99 | 59.003 | — | 3 | 32 | 2 | 55.997 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36260 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25869 BRKEY
25823 NBI No.
25823 On Under
1 Structure No.
5515 0739 X Control No.
015 Lane Ind.
Milepoint
07390 Facility Carried
I-35 SB Feature Intersected
I-35 RAMP & I-40 WB UND Division
04 County
109 Location
TOP LVL BR FT. SMITH JCT. Sufficiency
95.3 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
55.997 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
2000 ADT Total
36260 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
55.997 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
55.997 Span Type Main
M Material
3 - Steel Design
02 Length
458.99 Deck Width
59.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.989 HS Inv. Rating Method
1 HS Inv. Method
33.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
58015 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1701 Min Measured Clearance
1610 NBI Rating
25823 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
140ft.-175ft.-140ft. PLATE GIRDER SPANS X 56ft. RDWY W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0739 X H Index
79.7098 Latitude
35:28:00.75 Longitude
-97:28:05.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
BR. J NBI Text
25823 Vault Link
http://plansrv1/bridgemaintvault/b25823 GIS FO/SD
Meets Standards H Inv. Method
18.96 Latitude DD
35.466875 Longitude DD
-97.46832222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25869 x
-10850123.9980051 y
4227509.99175771 |
|||||||||||||||||||||||||||||||||||||
| 25822 | 7314 0883NX | 25822 | — | S.H. 51 WB | VERDIGRIS RIVER | 7314 0883NX | 96.5-208-234-169-96. | 2002 | 35.95542222 | -95.49604167 | 805 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25868 BRKEY
25822 NBI No.
25822 On Under
1 Structure No.
7314 0883NX Control No.
014 Lane Ind.
N Milepoint
08830 Facility Carried
S.H. 51 WB Feature Intersected
VERDIGRIS RIVER Division
01 County
145 Location
9.2 MI E JCT SH-72 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2002 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
805 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
60.9 HS Inv. Rating Method
1 HS Inv. Method
36.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2042 Bypass Detour
0.124274 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
25822 ODOT County
73 Nav. Control
1 Nav. HC
192.913 Lft. Br. Nav. Cl.
0 Nav. VC
51.837 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
96.5-208-234-169-96. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0883NX H Index
96.9794 Latitude
35:57:19.52 Longitude
-95:29:45.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 WB 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
25822 Vault Link
http://plansrv1/bridgemaintvault/b25822 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.95542222 Longitude DD
-95.49604167 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25868 x
-10630570.7314776 y
4294489.2706306 |
|||||||||||||||||||||||||||||||||||||
| 25819 | 2720 1584 X | 25819 | — | S.H. 132 | SAND CREEK | 2720 1584 X | 3 -53ft. P.C.BM SPANS X 39.4ft. RDWY SK.30 DEG.RF W/ TR-3 RAILS | 2000 | 36.885469 | -98.037558 | 161.319 | 41.539 | — | 3 | 30 | 2 | 39.4 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25865 BRKEY
25819 NBI No.
25819 On Under
1 Structure No.
2720 1584 X Control No.
020 Lane Ind.
Milepoint
15840 Facility Carried
S.H. 132 Feature Intersected
SAND CREEK Division
04 County
053 Location
5.1 MI N JCT SH 11 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.4 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
2000 ADT Total
510 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
39.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.247 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
161.319 Deck Width
41.539 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2042 Bypass Detour
28.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25819 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 -53ft. P.C.BM SPANS X 39.4ft. RDWY SK.30 DEG.RF W/ TR-3 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2720 1584 X H Index
94.3408 Latitude
36:53:07.69 Longitude
-98:02:15.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 132 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25819 Vault Link
http://plansrv1/bridgemaintvault/b25819 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.885469 Longitude DD
-98.037558 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25865 x
-10913491.035176 y
4423154.64367342 |
|||||||||||||||||||||||||||||||||||||
| 25728 | 3002 1819 X | 25728 | — | U.S. 64 | DRY BUFFALO CREEK | 3002 1819 X | 3-78ft.PCB X40ft. CL RDY | 2000 | 36.81896389 | -99.686175 | 235.892 | 42.001 | — | 3 | 30 | 2 | 39.301 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 920 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25864 BRKEY
25728 NBI No.
25728 On Under
1 Structure No.
3002 1819 X Control No.
002 Lane Ind.
Milepoint
18190 Facility Carried
U.S. 64 Feature Intersected
DRY BUFFALO CREEK Division
06 County
059 Location
18.2E OF BEAVER C/L Sufficiency
98.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.301 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
39.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
235.892 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25728 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-78ft.PCB X40ft. CL RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3002 1819 X H Index
89.5888 Latitude
36:49:08.27 Longitude
-99:41:10.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25728 Vault Link
http://plansrv1/bridgemaintvault/b25728 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.81896389 Longitude DD
-99.686175 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25864 x
-11097014.2401292 y
4413902.63974701 |
|||||||||||||||||||||||||||||||||||||
| 25528 | 6206 0339 X | 25528 | — | S.H. 1 | BNSF R.R. UNDER | 6206 0339 X | 59ft. - 79ft. - 59ft. P.C. BEAM SPANS X 39ft. CLEAR ROADWAY SKEWED RIGHT FORWARD | 1999 | 34.65224444 | -96.79536389 | 203.084 | 41.499 | — | 3 | 20 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.2 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25849 BRKEY
25528 NBI No.
25528 On Under
1 Structure No.
6206 0339 X Control No.
006 Lane Ind.
Milepoint
03390 Facility Carried
S.H. 1 Feature Intersected
BNSF R.R. UNDER Division
03 County
123 Location
3.4 MI NE ROFF Sufficiency
89.2 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1999 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
R Underclearance Right
16.099 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.084 Deck Width
41.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
70.6 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25528 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
59ft. - 79ft. - 59ft. P.C. BEAM SPANS X 39ft. CLEAR ROADWAY SKEWED RIGHT FORWARD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6206 0339 X H Index
97.4169 Latitude
34:39:08.08 Longitude
-96:47:43.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25528 Vault Link
http://plansrv1/bridgemaintvault/b25528 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
34.65224444 Longitude DD
-96.79536389 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25849 x
-10775210.6193844 y
4116722.40232693 |