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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 29006 | 5412 1086 X | 29006 | — | S.H. 48 | DEEP FORK OF THE N. CAN. | -1 | 60ft.-65ft.-60ft. TYPE III PC BEAM INTEGRAL SPANS W/ 40ft. CLEAR RDWY. & TR-4 TRAFFIC RAIL | 2010 | 35.62995 | -96.38766111 | 185.499 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28645 BRKEY
29006 NBI No.
29006 On Under
1 Structure No.
5412 1086 X Control No.
012 Lane Ind.
Milepoint
10860 Facility Carried
S.H. 48 Feature Intersected
DEEP FORK OF THE N. CAN. Division
03 County
107 Location
10.4 MI N JCT U.S. 62 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
185.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
54.700002 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
29006 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-65ft.-60ft. TYPE III PC BEAM INTEGRAL SPANS W/ 40ft. CLEAR RDWY. & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6249 Latitude
35:37:47.82 Longitude
-96:23:15.58 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
29006 Vault Link
http://plansrv1/bridgemaintvault/b29006 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.62995 Longitude DD
-96.38766111 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28645 x
-10729825.3535198 y
4249821.80395306 |
|||||||||||||||||||||||||||||||||||||
| 29005 | 5412 1109 X | 29005 | — | S.H. 48 | DEEP FORK OF THE N. CAN | -1 | 5-100ft. TYPE IV PC BEAM SPANS W/ 40ft. CLEAR RDWY & TR-4 TRAFFIC RAIL | 2010 | 35.63311389 | -96.38763333 | 501.801 | 42.201 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28644 BRKEY
29005 NBI No.
29005 On Under
1 Structure No.
5412 1109 X Control No.
012 Lane Ind.
Milepoint
11090 Facility Carried
S.H. 48 Feature Intersected
DEEP FORK OF THE N. CAN Division
03 County
107 Location
10.7 MI. N. JCT. U.S. 62 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
501.801 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
54.700002 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
29005 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. TYPE IV PC BEAM SPANS W/ 40ft. CLEAR RDWY & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8182 Latitude
35:37:59.21 Longitude
-96:23:15.48 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
29005 Vault Link
http://plansrv1/bridgemaintvault/b29005 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.63311389 Longitude DD
-96.38763333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28644 x
-10729822.2610644 y
4250255.13462661 |
|||||||||||||||||||||||||||||||||||||
| 29004 | 6220 0776 X | 29004 | — | S.H. 48 | SINCERE CREEK | -1 | 75ft.-100ft.-75ft. TYPE IV PC BM. SPANS W/ 32.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL | 2011 | 34.78919167 | -96.44144167 | 250.499 | 33.999 | — | 1 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28643 BRKEY
29004 NBI No.
29004 On Under
1 Structure No.
6220 0776 X Control No.
020 Lane Ind.
Milepoint
07760 Facility Carried
S.H. 48 Feature Intersected
SINCERE CREEK Division
03 County
123 Location
7.8 MI. N. COAL C/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250.499 Deck Width
33.999 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
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.7 HS Inv. Rating Method
3 HS Inv. Method
41.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
880 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29004 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-100ft.-75ft. TYPE IV PC BM. SPANS W/ 32.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8516 Latitude
34:47:21.09 Longitude
-96:26:29.19 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
29004 Vault Link
http://plansrv1/bridgemaintvault/b29004 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
34.78919167 Longitude DD
-96.44144167 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28643 x
-10735812.1780736 y
4135269.90893461 |
|||||||||||||||||||||||||||||||||||||
| 29003 | 6334 0248 X | 29003 | — | S.H. 59 | BLACKSMITH CREEK | -1 | 130ft. TYPE-J P.C. BM. SPAN X 40ft. CLR. RDWY. W/ TR-4 TRAFFIC RAIL | 2011 | 35.07255 | -96.88774722 | 130.499 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28642 BRKEY
29003 NBI No.
29003 On Under
1 Structure No.
6334 0248 X Control No.
034 Lane Ind.
Milepoint
02480 Facility Carried
S.H. 59 Feature Intersected
BLACKSMITH CREEK Division
03 County
125 Location
2.6 MI E OF JCT U.S. 177 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
760 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
130.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73.8 HS Inv. Rating Method
3 HS Inv. Method
55.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1216 Future ADT Year
2042 Bypass Detour
19.900001 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
29003 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
130ft. TYPE-J P.C. BM. SPAN X 40ft. CLR. RDWY. W/ TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5714 Latitude
35:04:21.18 Longitude
-96:53:15.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 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
29003 Vault Link
http://plansrv1/bridgemaintvault/b29003 GIS FO/SD
Meets Standards H Inv. Method
55.5 Latitude DD
35.07255 Longitude DD
-96.88774722 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28642 x
-10785494.6846378 y
4173744.77524005 |
|||||||||||||||||||||||||||||||||||||
| 29002 | 6714 0305 X | 29002 | — | S.H. 9 | CARTER CREEK | -1 | 45.3ft.-80.0ft.-45.3ft. TYPE III PCB SPANS W/40ft. CL. RDY. | 2011 | 35.24642778 | -96.64665556 | 170.6 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Very good (8) | Satisfactory (6) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28641 BRKEY
29002 NBI No.
29002 On Under
1 Structure No.
6714 0305 X Control No.
014 Lane Ind.
Milepoint
03050 Facility Carried
S.H. 9 Feature Intersected
CARTER CREEK Division
03 County
133 Location
1.4E OF JCT S.H. 99 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
10000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.6 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.1 HS Inv. Rating Method
3 HS Inv. Method
37.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16000 Future ADT Year
2042 Bypass Detour
26 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29002 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
45.3ft.-80.0ft.-45.3ft. TYPE III PCB SPANS W/40ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9408 Latitude
35:14:47.14 Longitude
-96:38:47.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29002 Vault Link
http://plansrv1/bridgemaintvault/b29002 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
35.24642778 Longitude DD
-96.64665556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28641 x
-10758656.4838121 y
4197420.32679998 |
|||||||||||||||||||||||||||||||||||||
| 29167 | 0202 0125 X | 29167 | — | U.S. 64 | CREEK | -1 | 3-10ft. X 6ft. X 84ft. R.C. BOX | 2015 | 36.797225 | -98.51786389 | 30 | 86.001 | — | 3 | 0 | 2 | 83.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28634 BRKEY
29167 NBI No.
29167 On Under
1 Structure No.
0202 0125 X Control No.
002 Lane Ind.
Milepoint
01250 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
1.2 E WOODS C/L Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
83.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.179 HS Inv. Rating Method
3 HS Inv. Method
36.376 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.199999 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
29167 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 84ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:47:50.01 Longitude
-98:31:04.31 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29167 Vault Link
http://plansrv1/bridgemaintvault/b29167 GIS FO/SD
Meets Standards H Inv. Method
36.376 Latitude DD
36.797225 Longitude DD
-98.51786389 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28634 x
-10966958.4422758 y
4410880.13045924 |
|||||||||||||||||||||||||||||||||||||
| 29166 | 0202 0161 X | 29166 | — | U.S. 64 | CREEK | -1 | 3-10ft.X8ft.X84ft. R.C. BOX | 2015 | 36.79723889 | -98.51143056 | 30 | 86.001 | — | 3 | 0 | 2 | 83.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28633 BRKEY
29166 NBI No.
29166 On Under
1 Structure No.
0202 0161 X Control No.
002 Lane Ind.
Milepoint
01610 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
1.5 E OF WOODS C/L Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
83.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88.295 HS Inv. Rating Method
3 HS Inv. Method
68.123 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.199999 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
29166 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X8ft.X84ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:47:50.06 Longitude
-98:30:41.15 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29166 Vault Link
http://plansrv1/bridgemaintvault/b29166 GIS FO/SD
Meets Standards H Inv. Method
42.329 Latitude DD
36.79723889 Longitude DD
-98.51143056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28633 x
-10966242.2872561 y
4410882.06140876 |
|||||||||||||||||||||||||||||||||||||
| 29165 | 3602 0324 X | 29165 | — | U.S. 60 | CREEK | -1 | 3 -8ft. X 8ft. X 84ft. RCB | 2011 | 36.69499167 | -97.40351944 | 25.879 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | 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) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28632 BRKEY
29165 NBI No.
29165 On Under
1 Structure No.
3602 0324 X Control No.
002 Lane Ind.
Milepoint
03240 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
071 Location
3.3E GRANT C/L Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
60000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
87.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2011 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25.879 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
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29165 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 -8ft. X 8ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5113 Latitude
36:41:41.97 Longitude
-97:24:12.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29165 Vault Link
http://plansrv1/bridgemaintvault/b29165 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
36.69499167 Longitude DD
-97.40351944 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28632 x
-10842910.1855335 y
4396677.40457742 |
|||||||||||||||||||||||||||||||||||||
| 29164 | 2114 0666 X | 29164 | — | S.H. 10 | ELK RIVER | -1 | 75ft.- (7) 100ft.-75ft. TYPE IV PCB SPANS X 52ft. CLR. RDWY. | 2014 | 36.648056 | -94.706389 | 850 | 54 | — | 9 | 0 | 2 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28631 BRKEY
29164 NBI No.
29164 On Under
1 Structure No.
2114 0666 X Control No.
014 Lane Ind.
Milepoint
06660 Facility Carried
S.H. 10 Feature Intersected
ELK RIVER Division
08 County
041 Location
1.35S OF OTTAWA C/L Sufficiency
90.4 Kind Hwy
3 Level Service
1 Route No.
10000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52 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
2014 ADT Total
4100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
9 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
850 Deck Width
54 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
85 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6560 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
0 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
29164 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.- (7) 100ft.-75ft. TYPE IV PCB SPANS X 52ft. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5466 Latitude
36:38:53 Longitude
-94:42:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29164 Vault Link
http://plansrv1/bridgemaintvault/b29164 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
36.648056 Longitude DD
-94.706389 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28631 x
-10542666.9983497 y
4390163.21195934 |
|||||||||||||||||||||||||||||||||||||
| 29085 | 4230 0500 X | 29085 | — | SEWARD RD. | I-35 UNDER | -1 | 40ft.-88-ft.88ft.-56ft. TYPE IV PCB SPANS, 54ft. CLY RDWY W/ TR-4 RAILS | 2012 | 35.79805556 | -97.41583333 | 276.001 | 56.168 | — | 4 | 0 | 2 | 53.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 2975 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28600 BRKEY
29085 NBI No.
29085 On Under
1 Structure No.
4230 0500 X Control No.
Lane Ind.
Milepoint
Facility Carried
SEWARD RD. Feature Intersected
I-35 UNDER Division
04 County
083 Location
5N OF OKLAHOMA C\L Sufficiency
99.4 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
2975 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
53.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
17.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
276.001 Deck Width
56.168 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
35 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4760 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1803 Max Measured Clearance
1906 Min Measured Clearance
1702 NBI Rating
29085 ODOT County
42 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
40ft.-88-ft.88ft.-56ft. TYPE IV PCB SPANS, 54ft. CLY RDWY W/ TR-4 RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.911 Latitude
35:47:53 Longitude
-97:24:57 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
SEWARD RD. 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
29085 Vault Link
http://plansrv1/bridgemaintvault/b29085 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.79805556 Longitude DD
-97.41583333 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28600 x
-10844280.961498 y
4272869.58890763 |
|||||||||||||||||||||||||||||||||||||
| 29084 | 3004 0700 X | 29084 | — | U.S. 64 | BADGER CREEK | -1 | 3-10ft. X 10ft. X 88ft. LONG RCB | 2009 | 36.85585833 | -99.5295 | 32.001 | 87.999 | — | 3 | 60 | 2 | 86.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 06 - Minor Arterial (Rural) | C | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28599 BRKEY
29084 NBI No.
29084 On Under
1 Structure No.
3004 0700 X Control No.
004 Lane Ind.
Milepoint
07000 Facility Carried
U.S. 64 Feature Intersected
BADGER CREEK Division
06 County
059 Location
5.2E OF JCT. U.S. 183 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
820 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
3 Road Width
86.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
41.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
87.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.966 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
65.9 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
29084 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 88ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.2499 Latitude
36:51:21.09 Longitude
-99:31:46.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29084 Vault Link
http://plansrv1/bridgemaintvault/b29084 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
36.85585833 Longitude DD
-99.5295 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28599 x
-11079573.2589091 y
4419034.29637714 |
|||||||||||||||||||||||||||||||||||||
| 28902 | 6644 0002 X | 28902 | — | S.H. 412P | VERDIGRIS RIVER O'FLOW | -1 | 3-14ft. X 7ft.X93ft. RCB | 2011 | 36.159 | -95.63409167 | 46.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | 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 | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28592 BRKEY
28902 NBI No.
28902 On Under
1 Structure No.
6644 0002 X Control No.
044 Lane Ind.
Milepoint
00023 Facility Carried
S.H. 412P Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
ROGERS C\L Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
0142P Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.999 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
2011 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN 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
5 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.001 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
99.9 HS Inv. Rating Method
3 HS Inv. Method
89.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
14.999962 School Bus Rte.
0 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
28902 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft. X 7ft.X93ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:09:32.4 Longitude
-95:38:02.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 412P Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28902 Vault Link
http://plansrv1/bridgemaintvault/b28902 GIS FO/SD
Meets Standards H Inv. Method
89.6 Latitude DD
36.159 Longitude DD
-95.63409167 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28592 x
-10645938.3871816 y
4322521.64014873 |
|||||||||||||||||||||||||||||||||||||
| 29168 | 0202 0296 X | 29168 | — | U.S. 64 | CREEK | -1 | 3-10ft.X7 TO 3-10ft.X11ft. X 84ft. R.C. BOX | 2015 | 36.79718889 | -98.48693889 | 30 | 86.001 | — | 3 | 0 | 2 | 86.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28581 BRKEY
29168 NBI No.
29168 On Under
1 Structure No.
0202 0296 X Control No.
002 Lane Ind.
Milepoint
02960 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
3 E OF WOODS C/L Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
86.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.131 HS Inv. Rating Method
3 HS Inv. Method
40.896 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.199999 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
29168 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X7 TO 3-10ft.X11ft. X 84ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:47:49.88 Longitude
-98:29:12.98 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29168 Vault Link
http://plansrv1/bridgemaintvault/b29168 GIS FO/SD
Meets Standards H Inv. Method
40.896 Latitude DD
36.79718889 Longitude DD
-98.48693889 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28581 x
-10963515.8870231 y
4410875.11054823 |
|||||||||||||||||||||||||||||||||||||
| 29080 | 4916 0734 X | 29080 | — | S.H. 28 | BIG CABIN CREEK | -1 | 4-135ft. TYPE J P.C.B. | 2011 | 36.453056 | -95.146667 | 540 | 46 | — | 4 | 0 | 2 | 44 | 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 | 07 - Major Collector (Rural) | B | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28577 BRKEY
29080 NBI No.
29080 On Under
1 Structure No.
4916 0734 X Control No.
016 Lane Ind.
Milepoint
07340 Facility Carried
S.H. 28 Feature Intersected
BIG CABIN CREEK Division
08 County
097 Location
.8W OF PENSACOLA Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
4900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
540 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7840 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29080 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-135ft. TYPE J P.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.109 Latitude
36:27:11 Longitude
-95:08:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
29080 Vault Link
http://plansrv1/bridgemaintvault/b29080 GIS FO/SD
Meets Standards H Inv. Method
45 Latitude DD
36.453056 Longitude DD
-95.146667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28577 x
-10591678.5211172 y
4363141.59332072 |
|||||||||||||||||||||||||||||||||||||
| 28989 | 7704 0630 X | 28989 | — | BNSF R.R. | U.S. 183 UNDER | -1 | 1-50, 2-55, 1-50 PC BEAM BRIDGE | 2009 | 36.44155 | -99.43243056 | 210 | 8.858 | — | 1 | 0 | 4 | 8.858 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Not applicable (N) | ! | -2 | Not applicable (N) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | H | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28574 BRKEY
28989 NBI No.
28989 On Under
2 Structure No.
7704 0630 X Control No.
004 Lane Ind.
Milepoint
06300 Facility Carried
BNSF R.R. Feature Intersected
U.S. 183 UNDER Division
06 County
153 Location
2.85 W JCT S.H. 34 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
2 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
30 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2009 ADT Total
6200 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
8.858 Ref. Underclearance Rt.
H Underclearance Right
10.899 Underclearance Left
4.8 Deck Structure Type
N No. Lanes
4 Fill RCB
Appr. Roadway Width
80.02 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
8.858 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 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
9920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28989 ODOT County
77 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-50, 2-55, 1-50 PC BEAM BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
36:26:29.58 Longitude
-99:25:56.75 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 183 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28989 Vault Link
http://plansrv1/bridgemaintvault/b28989 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.44155 Longitude DD
-99.43243056 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
28574 x
-11068767.5382767 y
4361549.30548826 |
|||||||||||||||||||||||||||||||||||||
| 28985 | 3232R2100 X | 28985 | — | U.S. 75 | CREEK | DOUBLE 10ft. X 10ft. RCB | 1901 | 35.31666667 | -95.55972222 | 20 | -1 | — | 1 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | -1 | 2010 | 5 | Unmatched | |
|
Raw data
OBJECTID
28570 BRKEY
28985 NBI No.
28985 On Under
1 Structure No.
3232R2100 X Control No.
032 Lane Ind.
Milepoint
21000 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
063 Location
2.2N OF JCT US75/SH9 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2010 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ 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
-1 Future ADT Year
2030 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28985 ODOT County
32 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
DOUBLE 10ft. X 10ft. RCB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
7532 2100 X Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28985 Vault Link
http://plansrv1/bridgemaintvault/b28985 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
28570 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 28983 | 7209 0664NXR | 28983 | — | U.S. 75 N-W I-244 | MEDIAN STRIP | -1 | 42ft. - 44ft. - 43ft. CONTINUOUS I-BEAM | 1976 | 36.160586 | -95.983214 | 128.999 | 20 | — | 3 | 0 | 1 | 17.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28550 BRKEY
28983 NBI No.
28983 On Under
1 Structure No.
7209 0664NXR Control No.
009 Lane Ind.
N Milepoint
06640 Facility Carried
U.S. 75 N-W I-244 Feature Intersected
MEDIAN STRIP Division
08 County
143 Location
JCT I-244 & US75 Sufficiency
89.5 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
17.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1976 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
17.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
17.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
128.999 Deck Width
20 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
3 Underclearance
N 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
8000 Future ADT Year
2042 Bypass Detour
1.9 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
28983 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft. - 44ft. - 43ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
99.2596 Latitude
36:09:38.11 Longitude
-95:58:59.57 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 75 N-W I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28983 Vault Link
http://plansrv1/bridgemaintvault/b28983 GIS FO/SD
FO H Inv. Method
29 Latitude DD
36.160586 Longitude DD
-95.983214 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28550 x
-10684802.5071818 y
4322740.31524635 |
|||||||||||||||||||||||||||||||||||||
| 29071 | 7626 0382 X | 29071 | — | S.H. 50 | HOUSTON CREEK | -1 | 35ft.-45ft.-35ft. TYPE II PCB SPANS, 40ft. CLEAR RDY, TR-4 TRAFFIC RAIL | 2011 | 36.810842 | -99.115217 | 155.499 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28532 BRKEY
29071 NBI No.
29071 On Under
1 Structure No.
7626 0382 X Control No.
026 Lane Ind.
Milepoint
03820 Facility Carried
S.H. 50 Feature Intersected
HOUSTON CREEK Division
06 County
151 Location
.1S OF JCT. U.S. 64 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
155.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.1 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1520 Future ADT Year
2042 Bypass Detour
25.999934 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
29071 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-45ft.-35ft. TYPE II PCB SPANS, 40ft. CLEAR RDY, TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.7217 Latitude
36:48:39.03 Longitude
-99:06:54.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 50 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
29071 Vault Link
http://plansrv1/bridgemaintvault/b29071 GIS FO/SD
Meets Standards H Inv. Method
43.9 Latitude DD
36.810842 Longitude DD
-99.115217 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28532 x
-11033455.4863048 y
4412773.29639131 |
|||||||||||||||||||||||||||||||||||||
| 29070 | 0905 3636 X | 29070 | — | MORGAN RD. (SPUI) | I-40 UNDER | -1 | (2) 96ft. PRES. CONC. GIRDER SPANS VARIABLE DECK WIDTH | 2012 | 35.46 | -97.68861111 | 192.001 | 285.125 | — | 2 | 0 | 6 | 99.98 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28531 BRKEY
29070 NBI No.
29070 On Under
1 Structure No.
0905 3636 X Control No.
Lane Ind.
Milepoint
Facility Carried
MORGAN RD. (SPUI) Feature Intersected
I-40 UNDER Division
04 County
017 Location
36.3E OF CADDO C/L Sufficiency
95.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
2012 ADT Total
16200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
99.98 Ref. Underclearance Rt.
H Underclearance Right
41.998 Underclearance Left
12.5 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
83.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.001 Deck Width
285.125 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
105 HS Inv. Rating Method
3 HS Inv. Method
55 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
22420 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1609 Max Measured Clearance
1704 Min Measured Clearance
1611 NBI Rating
29070 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
(2) 96ft. PRES. CONC. GIRDER SPANS VARIABLE DECK WIDTH Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.1072 Latitude
35:27:36 Longitude
-97:41:19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
MORGAN ROAD (SPUI) 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
29070 Vault Link
http://plansrv1/bridgemaintvault/b29070 GIS FO/SD
Meets Standards H Inv. Method
54 Latitude DD
35.46 Longitude DD
-97.68861111 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
28531 x
-10874646.4450673 y
4226570.35427435 |
|||||||||||||||||||||||||||||||||||||
| 29069 | 5710F1779 X | 29069 | — | S.H. 11 | LITTLE DOG THRESHER CR. | 3-10FT. X 10FT. X 124FT. RCB, 40FT. CLR.RDY., SKEW 35 DEG. LF, ROTATED 5 DEG. LF, 6FT. CURTAIN WALL | 1901 | 36.55151111 | -96.12069167 | 375 | — | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
28530 BRKEY
29069 NBI No.
29069 On Under
1 Structure No.
5710F1779 X Control No.
010 Lane Ind.
Milepoint
17790 Facility Carried
S.H. 11 Feature Intersected
LITTLE DOG THRESHER CR. Division
08 County
113 Location
2SE OF BARNSDALL Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
2100 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
375 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ 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
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29069 ODOT County
57 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10FT. X 10FT. X 124FT. RCB, 40FT. CLR.RDY., SKEW 35 DEG. LF, ROTATED 5 DEG. LF, 6FT. CURTAIN WALL Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
36:33:05.44 Longitude
-96:07:14.49 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29069 Vault Link
http://plansrv1/bridgemaintvault/b29069 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.55151111 Longitude DD
-96.12069167 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28530 x
-10700106.4514017 y
4376776.2331658 |
|||||||||||||||||||||||||||||||||||||
| 29068 | 5710F1736 X | 29068 | — | S.H. 11 | DOG THRESHER CREEK | 3-16ft. x 15ft. x 80ft. RCB, 40ft. CLR.RDY., 0DEG. SKEW, 6ft. CURTAIN WALL | 1901 | 36.55151111 | -96.12724167 | 520 | — | — | 5 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
28529 BRKEY
29068 NBI No.
29068 On Under
1 Structure No.
5710F1736 X Control No.
010 Lane Ind.
Milepoint
17360 Facility Carried
S.H. 11 Feature Intersected
DOG THRESHER CREEK Division
08 County
113 Location
2SE OF BARNSDALL Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
2100 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
5 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
520 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ 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
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29068 ODOT County
57 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-16ft. x 15ft. x 80ft. RCB, 40ft. CLR.RDY., 0DEG. SKEW, 6ft. CURTAIN WALL Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
36:33:05.44 Longitude
-96:07:38.07 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29068 Vault Link
http://plansrv1/bridgemaintvault/b29068 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.55151111 Longitude DD
-96.12724167 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28529 x
-10700835.5940663 y
4376776.2331658 |
|||||||||||||||||||||||||||||||||||||
| 29067 | 4914 0557 X | 29067 | — | S.H. 28 | BITTER CREEK | -1 | 3-70ft. TYPE III P.C.B. SPANS,44ft.CL.RDWY.W/TR4RAIL. | 2011 | 36.4375 | -95.33527778 | 210 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28528 BRKEY
29067 NBI No.
29067 On Under
1 Structure No.
4914 0557 X Control No.
014 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 28 Feature Intersected
BITTER CREEK Division
08 County
097 Location
5.6E OF ROGERS C/L Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
2011 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
29.799999 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
29067 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. TYPE III P.C.B. SPANS,44ft.CL.RDWY.W/TR4RAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7211 Latitude
36:26:15 Longitude
-95:20:07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
29067 Vault Link
http://plansrv1/bridgemaintvault/b29067 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.4375 Longitude DD
-95.33527778 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28528 x
-10612674.5771049 y
4360988.8918531 |
|||||||||||||||||||||||||||||||||||||
| 28972 | 7209 0358WXR | 28972 | — | W 23RD ST S RAMP | I R.R. UNDER | -1 | 76.5ft. - 40ft. - 60ft. - 107.3ft. - 62.6ft. - 35.1- (7) 50ft. STEEL I-BM SPANS W/23ft.CL RDY.W/F-SHAPED PARAPETS VARIOUS SKEW | 1962 | 36.13221667 | -96.00903333 | 732.001 | 26.001 | — | 11 | 0 | 1 | 22.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28522 BRKEY
28972 NBI No.
28972 On Under
1 Structure No.
7209 0358WXR Control No.
009 Lane Ind.
W Milepoint
03580 Facility Carried
W 23RD ST S RAMP Feature Intersected
I R.R. UNDER Division
08 County
143 Location
3.5 N I-44 Sufficiency
97.9 Kind Hwy
5 Level Service
7 Route No.
00244 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
22.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1962 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
22.999 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.999 Span Type Main
M Material
3 - Steel Design
02 Length
732.001 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.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 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
1600 Future ADT Year
2042 Bypass Detour
1.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28972 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
5 Description
76.5ft. - 40ft. - 60ft. - 107.3ft. - 62.6ft. - 35.1- (7) 50ft. STEEL I-BM SPANS W/23ft.CL RDY.W/F-SHAPED PARAPETS VARIOUS SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
97.6817 Latitude
36:07:55.98 Longitude
-96:00:32.52 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
W 23RD ST S RAMP OVER 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
-1 NBI Text
28972 Vault Link
http://plansrv1/bridgemaintvault/b28972 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.13221667 Longitude DD
-96.00903333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
28522 x
-10687676.70185 y
4318829.46604778 |
|||||||||||||||||||||||||||||||||||||
| 28883 | 6406 0502 X | 28883 | — | U.S. 271 | DRY CREEK | -1 | (3) 60ft. PC BEAM | 2010 | 34.62208611 | -95.23728889 | 180 | 42.201 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28520 BRKEY
28883 NBI No.
28883 On Under
1 Structure No.
6406 0502 X Control No.
006 Lane Ind.
Milepoint
05020 Facility Carried
U.S. 271 Feature Intersected
DRY CREEK Division
02 County
127 Location
12.0 MI SW LEFLORE CL Sufficiency
98.5 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
02 Length
180 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
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
3 HS Operating Rating
58.4 HS Inv. Rating Method
3 HS Inv. Method
38.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1280 Future ADT Year
2042 Bypass Detour
25 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
28883 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8654 Latitude
34:37:19.51 Longitude
-95:14:14.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
033 NBI Text
28883 Vault Link
http://plansrv1/bridgemaintvault/b28883 GIS FO/SD
Meets Standards H Inv. Method
38.1 Latitude DD
34.62208611 Longitude DD
-95.23728889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28520 x
-10601766.5037667 y
4112642.01686447 |
|||||||||||||||||||||||||||||||||||||
| 28882 | 6406 1222 X | 28882 | — | U.S. 271 | WALNUT CREEK | -1 | (3) 60ft. PC BEAM | 2010 | 34.65240278 | -95.11699167 | 180 | 42.201 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | 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 | 07 - Major Collector (Rural) | C | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28519 BRKEY
28882 NBI No.
28882 On Under
1 Structure No.
6406 1222 X Control No.
006 Lane Ind.
Milepoint
12220 Facility Carried
U.S. 271 Feature Intersected
WALNUT CREEK Division
02 County
127 Location
4.4sw Leflore c/l Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
760 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
02 Length
180 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
3 HS Operating Rating
58.7 HS Inv. Rating Method
3 HS Inv. Method
37.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1216 Future ADT Year
2042 Bypass Detour
24.2 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
28882 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5153 Latitude
34:39:08.65 Longitude
-95:07:01.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
040 NBI Text
28882 Vault Link
http://plansrv1/bridgemaintvault/b28882 GIS FO/SD
Meets Standards H Inv. Method
37.3 Latitude DD
34.65240278 Longitude DD
-95.11699167 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28519 x
-10588375.0784924 y
4116743.82945319 |
|||||||||||||||||||||||||||||||||||||
| 28881 | 6406 1411 X | 28881 | — | U.S. 271 | ALBION CREEK TRIB. | -1 | (3) 35ft. CONCRETE SLAB SK 20° | 2010 | 34.66558611 | -95.08933889 | 105 | 42.201 | — | 3 | 20 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 990 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28518 BRKEY
28881 NBI No.
28881 On Under
1 Structure No.
6406 1411 X Control No.
006 Lane Ind.
Milepoint
14110 Facility Carried
U.S. 271 Feature Intersected
ALBION CREEK TRIB. Division
02 County
127 Location
2.8 MI SW LEFLORE CO Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
990 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 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
1 - Concrete Design
01 Length
105 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.9 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1584 Future ADT Year
2042 Bypass Detour
24.2 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
28881 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 35ft. CONCRETE SLAB SK 20° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:39:56.11 Longitude
-95:05:21.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
28881 Vault Link
http://plansrv1/bridgemaintvault/b28881 GIS FO/SD
Meets Standards H Inv. Method
38.9 Latitude DD
34.66558611 Longitude DD
-95.08933889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28518 x
-10585296.7851038 y
4118527.98768359 |
|||||||||||||||||||||||||||||||||||||
| 28880 | 6406 0519 X | 28880 | — | U.S. 271 | MUD CREEK | -1 | (3) 50ft. PC BEAM | 2010 | 34.62263611 | -95.23391111 | 150 | 42.201 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.4 | 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) | C | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28517 BRKEY
28880 NBI No.
28880 On Under
1 Structure No.
6406 0519 X Control No.
006 Lane Ind.
Milepoint
05190 Facility Carried
U.S. 271 Feature Intersected
MUD CREEK Division
02 County
127 Location
11.5 MI SW LEFLORE C/L Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
02 Length
150 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
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
3 HS Operating Rating
60.7 HS Inv. Rating Method
3 HS Inv. Method
44.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1280 Future ADT Year
2042 Bypass Detour
25 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
28880 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8483 Latitude
34:37:21.49 Longitude
-95:14:02.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
034 NBI Text
28880 Vault Link
http://plansrv1/bridgemaintvault/b28880 GIS FO/SD
Meets Standards H Inv. Method
44.8 Latitude DD
34.62263611 Longitude DD
-95.23391111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28517 x
-10601390.4910171 y
4112716.41791799 |
|||||||||||||||||||||||||||||||||||||
| 28879 | 6406 1204 X | 28879 | — | U.S. 271 | WALNUT CREEK TRIB. | -1 | (3) 8ft. X 6ft. X 85ft. LONG RCB | 2010 | 34.65114444 | -95.11982778 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28516 BRKEY
28879 NBI No.
28879 On Under
1 Structure No.
6406 1204 X Control No.
006 Lane Ind.
Milepoint
12040 Facility Carried
U.S. 271 Feature Intersected
WALNUT CREEK TRIB. Division
02 County
127 Location
4.7sw Leflore c/l Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
760 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 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
9 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.869 HS Inv. Rating Method
3 HS Inv. Method
99.759 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1216 Future ADT Year
2042 Bypass Detour
24.2 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
28879 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 6ft. X 85ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9648 Latitude
34:39:04.12 Longitude
-95:07:11.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
039 NBI Text
28879 Vault Link
http://plansrv1/bridgemaintvault/b28879 GIS FO/SD
Meets Standards H Inv. Method
99.649 Latitude DD
34.65114444 Longitude DD
-95.11982778 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28516 x
-10588690.7928135 y
4116573.547584 |
|||||||||||||||||||||||||||||||||||||
| 29155 | 7292 0107 XR | 29155 | — | 2ND ST.W-N RAMP | I-444 UNDER | 7292 0106 X | 84ft.-24ft.-49ft. STEEL BM. VARYING RDY WIDTH SKEW VARIES. | 1971 | 36.158172 | -95.979853 | 156.25 | 23 | — | 3 | 99 | 1 | 19 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Excellent (9) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28515 BRKEY
29155 NBI No.
29155 On Under
1 Structure No.
7292 0107 XR Control No.
Lane Ind.
Milepoint
Facility Carried
2ND ST.W-N RAMP Feature Intersected
I-444 UNDER Division
08 County
143 Location
1.41 MI N SH 51 Sufficiency
95.3 Kind Hwy
5 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
3 Road Width
19 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
156.25 Deck Width
23 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
9 Super Rating
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1509 Min Measured Clearance
1508 NBI Rating
29155 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
84ft.-24ft.-49ft. STEEL BM. VARYING RDY WIDTH SKEW VARIES. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0106 X H Index
73.7021 Latitude
36:09:29.42 Longitude
-95:58:47.47 I257A
0 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
2ND ST. W - N RAMP 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
-1 NBI Text
29155 Vault Link
http://plansrv1/bridgemaintvault/b29155 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
36.158172 Longitude DD
-95.979853 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
28515 x
-10684428.3623732 y
4322407.47861444 |
|||||||||||||||||||||||||||||||||||||
| 29154 | 7292 0006EXR | 29154 | — | U.S. 75 SB US64EB | U.S64/75/SH51/13/DETROIT | 7292 0007 XR | REINF. CONC. BOX GIR | 1981 | 36.144475 | -95.979522 | 521.001 | 31.001 | — | 7 | 99 | 1 | 28.301 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28514 BRKEY
29154 NBI No.
29154 On Under
1 Structure No.
7292 0006EXR Control No.
092 Lane Ind.
E Milepoint
00060 Facility Carried
U.S. 75 SB US64EB Feature Intersected
U.S64/75/SH51/13/DETROIT Division
08 County
143 Location
JCT I-444 & SH 51 Sufficiency
89 Kind Hwy
1 Level Service
7 Route No.
00444 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.301 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
1981 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
7 Road Width
28.301 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
521.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
51200 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
2500 Min Measured Clearance
1608 NBI Rating
29154 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
REINF. CONC. BOX GIR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7292 0007 XR H Index
99.6996 Latitude
36:08:40.11 Longitude
-95:58:46.28 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 SB US64EB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
29154 Vault Link
http://plansrv1/bridgemaintvault/b29154 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
36.144475 Longitude DD
-95.979522 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28514 x
-10684391.5156218 y
4320519.16251978 |
|||||||||||||||||||||||||||||||||||||
| 29153 | 7209 0004 XR | 29153 | — | I-44 N-E RAMP | I-244 MEDIAN UNDER | 7209 0005 X | 2-47ft. PLT GIRDER SPANS | 1978 | 36.08861111 | -96.04125833 | 93.999 | 28.999 | — | 2 | 40 | 1 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28513 BRKEY
29153 NBI No.
29153 On Under
1 Structure No.
7209 0004 XR Control No.
009 Lane Ind.
Milepoint
00040 Facility Carried
I-44 N-E RAMP Feature Intersected
I-244 MEDIAN UNDER Division
08 County
143 Location
0.04 MI N I-44 JCT. Sufficiency
97.5 Kind Hwy
3 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
21.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1978 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
93.999 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
35.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29153 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-47ft. PLT GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7209 0005 X H Index
98.4332 Latitude
36:05:19 Longitude
-96:02:28.53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 S-E ON RAMP 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
-1 NBI Text
29153 Vault Link
http://plansrv1/bridgemaintvault/b29153 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
36.08861111 Longitude DD
-96.04125833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
28513 x
-10691263.9724408 y
4312820.98425334 |
|||||||||||||||||||||||||||||||||||||
| 29152 | 5210 1098 X | 29152 | — | U.S. 77 | RED ROCK CREEK O'FLOW | -1 | 3-25ft. CONC. SLAB SPANS X 40ft. CLR. RDWY. | 2009 | 36.44783056 | -97.28241944 | 73.668 | 42.169 | — | 3 | 0 | 2 | 40.148 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28512 BRKEY
29152 NBI No.
29152 On Under
1 Structure No.
5210 1098 X Control No.
010 Lane Ind.
Milepoint
10980 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
11.0N OF U.S. 64 Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.148 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
570 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.148 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
73.668 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
9 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
78 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
912 Future ADT Year
2042 Bypass Detour
26.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29152 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-25ft. CONC. SLAB SPANS X 40ft. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5773 Latitude
36:26:52.19 Longitude
-97:16:56.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29152 Vault Link
http://plansrv1/bridgemaintvault/b29152 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.44783056 Longitude DD
-97.28241944 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28512 x
-10829429.3951985 y
4362418.42790029 |
|||||||||||||||||||||||||||||||||||||
| 29150 | 5801 1560 X | 29150 | — | S.H. 10 | WILL ROGERS TP I-44 UND | -1 | 120ft. - 109ft. P.C. BEAM SPAN W/ 68ft.-0in. CLR. RDWY. WIDTH W/TR-4 RAIL | 2012 | 36.871111 | -94.846667 | 229.67 | 70.16 | — | 2 | 18 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28510 BRKEY
29150 NBI No.
29150 On Under
1 Structure No.
5801 1560 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 10 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
1.6E U.S. 69 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
10000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2012 ADT Total
7700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
18 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
4 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
229.67 Deck Width
70.16 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
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.4 HS Inv. Rating Method
3 HS Inv. Method
44.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12320 Future ADT Year
2042 Bypass Detour
1.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1608 Max Measured Clearance
1705 Min Measured Clearance
1700 NBI Rating
29150 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft. - 109ft. P.C. BEAM SPAN W/ 68ft.-0in. CLR. RDWY. WIDTH W/TR-4 RAIL Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9825 Latitude
36:52:16 Longitude
-94:50:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
72.62 NBI Text
29150 Vault Link
http://plansrv1/bridgemaintvault/b29150 GIS FO/SD
Meets Standards H Inv. Method
44.2 Latitude DD
36.871111 Longitude DD
-94.846667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
28510 x
-10558282.6738792 y
4421156.5175744 |
|||||||||||||||||||||||||||||||||||||
| 29066 | 4914 0496 X | 29066 | — | S.H. 28 | PRYOR CREEK RELIEF | -1 | 85ft. TYPE IV P.C.B. SPAN,44ft.CL.RDWY.W/TR4RAIL | 2011 | 36.4375 | -95.34333333 | 85 | 46.001 | — | 1 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28509 BRKEY
29066 NBI No.
29066 On Under
1 Structure No.
4914 0496 X Control No.
014 Lane Ind.
Milepoint
04960 Facility Carried
S.H. 28 Feature Intersected
PRYOR CREEK RELIEF Division
08 County
097 Location
5.2E OF ROGERS C/L Sufficiency
91 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
2011 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
85 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
29.799999 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
29066 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft. TYPE IV P.C.B. SPAN,44ft.CL.RDWY.W/TR4RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.1182 Latitude
36:26:15 Longitude
-95:20:36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
29066 Vault Link
http://plansrv1/bridgemaintvault/b29066 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.4375 Longitude DD
-95.34333333 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28509 x
-10613571.3168289 y
4360988.8918531 |
|||||||||||||||||||||||||||||||||||||
| 29065 | 4914 0495 X | 29065 | — | S.H. 28 | PRYOR CREEK | -1 | 72ft.-120ft.-123ft.-138ft.-97ft. TYPE IV TYPE J P.C.B.44CL.RDWY.W/TR4RAIL | 2011 | 36.4375 | -95.34722222 | 552.001 | 46.001 | — | 5 | 30 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.5 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28508 BRKEY
29065 NBI No.
29065 On Under
1 Structure No.
4914 0495 X Control No.
014 Lane Ind.
Milepoint
04950 Facility Carried
S.H. 28 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
5.1E ROGERS C/L Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
2011 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
552.001 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
29.799999 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
29065 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.-120ft.-123ft.-138ft.-97ft. TYPE IV TYPE J P.C.B.44CL.RDWY.W/TR4RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9497 Latitude
36:26:15 Longitude
-95:20:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
29065 Vault Link
http://plansrv1/bridgemaintvault/b29065 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.4375 Longitude DD
-95.34722222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28508 x
-10614004.2260835 y
4360988.8918531 |
|||||||||||||||||||||||||||||||||||||
| 29064 | 4914 0480 X | 29064 | — | S.H. 28 | OSAGE CREEK | -1 | 3-70ft. TYPE III P.C.B. SPANS,44ft.CL.RDWY.W/TR4 RAIL | 2011 | 36.4375 | -95.34916667 | 210 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28507 BRKEY
29064 NBI No.
29064 On Under
1 Structure No.
4914 0480 X Control No.
014 Lane Ind.
Milepoint
04800 Facility Carried
S.H. 28 Feature Intersected
OSAGE CREEK Division
08 County
097 Location
4.9 E OF ROGERS C/L Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
2011 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
29.799999 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
29064 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. TYPE III P.C.B. SPANS,44ft.CL.RDWY.W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8282 Latitude
36:26:15 Longitude
-95:20:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
29064 Vault Link
http://plansrv1/bridgemaintvault/b29064 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.4375 Longitude DD
-95.34916667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28507 x
-10614220.6812674 y
4360988.8918531 |
|||||||||||||||||||||||||||||||||||||
| 28967 | 5569 0900SXR | 28967 | — | I-40 EB OFF RAMP K | CONCRETE SLOPEWALL | -1 | 76ft.-84ft.-52ft. P.C. BOX GIRDER W/ VAR. CLR. RDWY. | 2011 | 35.45583333 | -97.51583333 | 212.49 | 54.665 | — | 3 | 0 | 3 | 51.66 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28499 BRKEY
28967 NBI No.
28967 On Under
1 Structure No.
5569 0900SXR Control No.
069 Lane Ind.
S Milepoint
09000 Facility Carried
I-40 EB OFF RAMP K Feature Intersected
CONCRETE SLOPEWALL Division
04 County
109 Location
I-40 OFF RAMP TO SHIELDS Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
51.66 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
2011 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
51.66 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
51.66 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
212.49 Deck Width
54.665 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
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.5 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28967 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
76ft.-84ft.-52ft. P.C. BOX GIRDER W/ VAR. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
94.4168 Latitude
35:27:21 Longitude
-97:30:57 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-40 EB OFF RAMP K TO SHIELDS Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28967 Vault Link
http://plansrv1/bridgemaintvault/b28967 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.45583333 Longitude DD
-97.51583333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28499 x
-10855412.9105773 y
4226000.91563898 |
|||||||||||||||||||||||||||||||||||||
| 28966 | 5569 0901NXR | 28966 | — | I-40 WB RAMP LL | U.P. R.R. UNDER | -1 | 55ft.-74ft. TYPE IV P.C. BEAM W/ VAR. CLR. RDWY. | 2011 | 35.456792 | -97.513867 | 129.199 | 90.203 | — | 2 | 0 | 2 | 52.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28498 BRKEY
28966 NBI No.
28966 On Under
1 Structure No.
5569 0901NXR Control No.
069 Lane Ind.
N Milepoint
09010 Facility Carried
I-40 WB RAMP LL Feature Intersected
U.P. R.R. UNDER Division
04 County
109 Location
SHIELDS AVE TO WB I-40 Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
52.999 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
2011 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
52.999 Ref. Underclearance Rt.
R Underclearance Right
22.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
129.199 Deck Width
90.203 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
87 HS Inv. Rating Method
3 HS Inv. Method
54 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
2600 Max Measured Clearance
2603 Min Measured Clearance
2603 NBI Rating
28966 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
55ft.-74ft. TYPE IV P.C. BEAM W/ VAR. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
99.0694 Latitude
35:27:24.45 Longitude
-97:30:49.92 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
SHIELDS AVE RAMP LL TO WB 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
-1 NBI Text
28966 Vault Link
http://plansrv1/bridgemaintvault/b28966 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
35.456792 Longitude DD
-97.513867 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28498 x
-10855194.019723 y
4226131.92981882 |
|||||||||||||||||||||||||||||||||||||
| 28878 | 6406 1461 X | 28878 | — | U.S. 271 | ALBION CREEK | -1 | (4) 35ft. CONCRETE SLAB | 2010 | 34.66936944 | -95.08181389 | 140 | 42.201 | — | 4 | 0 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 990 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28497 BRKEY
28878 NBI No.
28878 On Under
1 Structure No.
6406 1461 X Control No.
006 Lane Ind.
Milepoint
14610 Facility Carried
U.S. 271 Feature Intersected
ALBION CREEK Division
02 County
127 Location
2.2 MI SW LEFLORE CO Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
US271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
990 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
140 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
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
3 HS Operating Rating
52.6 HS Inv. Rating Method
3 HS Inv. Method
37.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1584 Future ADT Year
2042 Bypass Detour
24.2 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
28878 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(4) 35ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:40:09.73 Longitude
-95:04:54.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
042 NBI Text
28878 Vault Link
http://plansrv1/bridgemaintvault/b28878 GIS FO/SD
Meets Standards H Inv. Method
37.3 Latitude DD
34.66936944 Longitude DD
-95.08181389 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28497 x
-10584459.1059356 y
4119040.05485133 |
|||||||||||||||||||||||||||||||||||||
| 29149 | 5824 1247 X | 29149 | — | S.H. 10 | LITTLE ELM CREEK | -1 | 4-30ft. CONCRETE SLAB SPANS W/ 68ft. CLEAR ROADWAY WIDTH W/TR-4 RAIL | 2012 | 36.87111111 | -94.83972222 | 120 | 70 | — | 4 | 0 | 4 | 67.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.8 | 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 | 7300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28491 BRKEY
29149 NBI No.
29149 On Under
1 Structure No.
5824 1247 X Control No.
024 Lane Ind.
Milepoint
12470 Facility Carried
S.H. 10 Feature Intersected
LITTLE ELM CREEK Division
08 County
115 Location
2.1E U.S. 69 Sufficiency
91.8 Kind Hwy
3 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2012 ADT Total
7300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
67.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
120 Deck Width
70 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.4 HS Inv. Rating Method
3 HS Inv. Method
61.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11680 Future ADT Year
2042 Bypass Detour
14.9 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
29149 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-30ft. CONCRETE SLAB SPANS W/ 68ft. CLEAR ROADWAY WIDTH W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8565 Latitude
36:52:16 Longitude
-94:50:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29149 Vault Link
http://plansrv1/bridgemaintvault/b29149 GIS FO/SD
Meets Standards H Inv. Method
61.2 Latitude DD
36.87111111 Longitude DD
-94.83972222 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28491 x
-10557509.5845059 y
4421156.53288108 |
|||||||||||||||||||||||||||||||||||||
| 29148 | 5824 1181 X | 29148 | — | S.H. 10 | LITTLE ELM CREEK TRIB. | -1 | 2-10ft.X4ft.X114ft. RCB CULVERT W/4ft.CURTAIN WALL | 2012 | 36.87111111 | -94.82777778 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 7300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28490 BRKEY
29148 NBI No.
29148 On Under
1 Structure No.
5824 1181 X Control No.
024 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 10 Feature Intersected
LITTLE ELM CREEK TRIB. Division
08 County
115 Location
2.8E U.S. 69 Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
10000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2012 ADT Total
7300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
67.999 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11680 Future ADT Year
2042 Bypass Detour
0 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
29148 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X114ft. RCB CULVERT W/4ft.CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:52:16 Longitude
-94:49:40 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29148 Vault Link
http://plansrv1/bridgemaintvault/b29148 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.87111111 Longitude DD
-94.82777778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28490 x
-10556179.9355273 y
4421156.53288108 |
|||||||||||||||||||||||||||||||||||||
| 29057 | 6744 0780 X | 29057 | — | S.H. 9 A | SALT / BRUNO CREEKS | -1 | 4-100ft. PCB SPANS W/40ft. CL. RDY. | 2009 | 35.07609722 | -96.7564 | 400.6 | 42.001 | — | 4 | 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) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28482 BRKEY
29057 NBI No.
29057 On Under
1 Structure No.
6744 0780 X Control No.
044 Lane Ind.
Milepoint
07800 Facility Carried
S.H. 9 A Feature Intersected
SALT / BRUNO CREEKS Division
03 County
133 Location
7.8N OF JCT. S.H. 39 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400.6 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.
3 Deck Rating
7 Super Rating
9 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
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1280 Future ADT Year
2042 Bypass Detour
12 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29057 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PCB SPANS W/40ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9385 Latitude
35:04:33.95 Longitude
-96:45:23.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9A 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
29057 Vault Link
http://plansrv1/bridgemaintvault/b29057 GIS FO/SD
Meets Standards H Inv. Method
40.4 Latitude DD
35.07609722 Longitude DD
-96.7564 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28482 x
-10770873.1789903 y
4174227.26692384 |
|||||||||||||||||||||||||||||||||||||
| 29056 | 6744 0740 X | 29056 | — | S.H. 9 A | CREEK | -1 | DOUBLE 12ft. X 6ft. X 84ft. RCB W/40ft. CL. RDY. | 2009 | 35.07114167 | -96.75778889 | 23.999 | 40 | — | 1 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | 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 | 07 - Major Collector (Rural) | B | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28481 BRKEY
29056 NBI No.
29056 On Under
1 Structure No.
6744 0740 X Control No.
044 Lane Ind.
Milepoint
07400 Facility Carried
S.H. 9 A Feature Intersected
CREEK Division
03 County
133 Location
7.4N JCT. S.H. 39 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
810 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
40 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.384 HS Inv. Rating Method
3 HS Inv. Method
38.03 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1296 Future ADT Year
2042 Bypass Detour
12 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29056 ODOT County
67 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
DOUBLE 12ft. X 6ft. X 84ft. RCB W/40ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
93.9108 Latitude
35:04:16.11 Longitude
-96:45:28.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29056 Vault Link
http://plansrv1/bridgemaintvault/b29056 GIS FO/SD
Meets Standards H Inv. Method
38.03 Latitude DD
35.07114167 Longitude DD
-96.75778889 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28481 x
-10771027.7895179 y
4173553.2204785 |
|||||||||||||||||||||||||||||||||||||
| 29055 | 6744 0850 X | 29055 | — | S.H. 9 A | O'FLOW | -1 | 100ft. TYPE IV PCB SPAN W/40ft. CL. RDY. | 2009 | 35.08816667 | -96.75740556 | 100 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28480 BRKEY
29055 NBI No.
29055 On Under
1 Structure No.
6744 0850 X Control No.
044 Lane Ind.
Milepoint
08500 Facility Carried
S.H. 9 A Feature Intersected
O'FLOW Division
03 County
133 Location
8.5 MI. N OF JCT. S.H. 39 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 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
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1280 Future ADT Year
2042 Bypass Detour
12 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29055 ODOT County
67 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. TYPE IV PCB SPAN W/40ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.7191 Latitude
35:05:17.4 Longitude
-96:45:26.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9A 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
29055 Vault Link
http://plansrv1/bridgemaintvault/b29055 GIS FO/SD
Meets Standards H Inv. Method
40.4 Latitude DD
35.08816667 Longitude DD
-96.75740556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28480 x
-10770985.1174174 y
4175869.10662218 |
|||||||||||||||||||||||||||||||||||||
| 28965 | 5569 0900NXR | 28965 | — | I-40 WB ON RAMP | CONC SLOPEWALL | -1 | 72ft.-86-86-86-67 R.C. BOX GIRDER W/VAR. CLR. RDWY | 2011 | 35.45666667 | -97.51555556 | 398.396 | 40 | — | 5 | 0 | 2 | 36.998 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28479 BRKEY
28965 NBI No.
28965 On Under
1 Structure No.
5569 0900NXR Control No.
069 Lane Ind.
N Milepoint
09000 Facility Carried
I-40 WB ON RAMP Feature Intersected
CONC SLOPEWALL Division
04 County
109 Location
SHIELDS AVE. TO WB I-40 Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
36.998 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2011 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
36.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.998 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
398.396 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.5 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28965 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
72ft.-86-86-86-67 R.C. BOX GIRDER W/VAR. CLR. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
96.4928 Latitude
35:27:24 Longitude
-97:30:56 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
SHIELDS RAMP 'L' TO WB I-40 Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28965 Vault Link
http://plansrv1/bridgemaintvault/b28965 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.45666667 Longitude DD
-97.51555556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28479 x
-10855381.9893624 y
4226114.80182671 |
|||||||||||||||||||||||||||||||||||||
| 28964 | 5569 0870 XR | 28964 | — | I-40 WB OFFRAMP'N' | CONCRETE SLOPEWALL | -1 | 41ft.-70ft.-50ft. R. C. BOX GIRDER W/ VAR. CLR. RDWY. | 2011 | 35.45666667 | -97.51611111 | 166.499 | 31.001 | — | 3 | 0 | 2 | 28.999 | 1 - Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28478 BRKEY
28964 NBI No.
28964 On Under
1 Structure No.
5569 0870 XR Control No.
069 Lane Ind.
Milepoint
08700 Facility Carried
I-40 WB OFFRAMP'N' Feature Intersected
CONCRETE SLOPEWALL Division
04 County
109 Location
WB OFF-RAMP TO ROBINSON Sufficiency
81 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
28.999 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
2011 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
1 - Concrete Design
05 Length
166.499 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.5 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28964 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
41ft.-70ft.-50ft. R. C. BOX GIRDER W/ VAR. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
97.9756 Latitude
35:27:24 Longitude
-97:30:58 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
WB OFF RAMP 'N' TO ROBINSON Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28964 Vault Link
http://plansrv1/bridgemaintvault/b28964 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.45666667 Longitude DD
-97.51611111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28478 x
-10855443.8329055 y
4226114.80182671 |
|||||||||||||||||||||||||||||||||||||
| 28963 | 5569 0870 X | 28963 | — | ROBINSON AVE | I-40/ SLWC R.R. UNDER | -1 | 72ft.-71ft.-96ft.-94ft.-53ft. P.C. U-54 BEAM SPANS W/ 66ft. CLR. RDWY. | 2011 | 35.45583333 | -97.51611111 | 385.279 | 92.001 | — | 5 | 99 | 4 | 66.001 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28477 BRKEY
28963 NBI No.
28963 On Under
1 Structure No.
5569 0870 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROBINSON AVE Feature Intersected
I-40/ SLWC R.R. UNDER Division
04 County
109 Location
.5 MILE S. OF WESTERN Sufficiency
95.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2011 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
5 Road Width
66.001 Ref. Underclearance Rt.
H Underclearance Right
10.801 Underclearance Left
11.601 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
66.001 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
385.279 Deck Width
92.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63.9 HS Inv. Rating Method
3 HS Inv. Method
49.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1710 Min Measured Clearance
1608 NBI Rating
28963 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
10 Rt. Curb SW
13.999 Description
72ft.-71ft.-96ft.-94ft.-53ft. P.C. U-54 BEAM SPANS W/ 66ft. CLR. RDWY. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5185 Latitude
35:27:21 Longitude
-97:30:58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
ROBINSON AVE. Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28963 Vault Link
http://plansrv1/bridgemaintvault/b28963 GIS FO/SD
Meets Standards H Inv. Method
49.2 Latitude DD
35.45583333 Longitude DD
-97.51611111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
28477 x
-10855443.8329055 y
4226000.91563898 |
|||||||||||||||||||||||||||||||||||||
| 29142 | 7526 0746 X | 29142 | — | S.H. 55 | SPRING CREEK | -1 | 50ft.-70ft.-50ft. P/S CONC. BEAM SPANS | 2011 | 35.16026389 | -99.22812222 | 170 | 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 | 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 | 610 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28467 BRKEY
29142 NBI No.
29142 On Under
1 Structure No.
7526 0746 X Control No.
026 Lane Ind.
Milepoint
07460 Facility Carried
S.H. 55 Feature Intersected
SPRING CREEK Division
05 County
149 Location
7.4E OF BECKHAM C/L Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
610 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.7 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
976 Future ADT Year
2042 Bypass Detour
20.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29142 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-70ft.-50ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9358 Latitude
35:09:36.95 Longitude
-99:13:41.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 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
29142 Vault Link
http://plansrv1/bridgemaintvault/b29142 GIS FO/SD
Meets Standards H Inv. Method
38.9 Latitude DD
35.16026389 Longitude DD
-99.22812222 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
28467 x
-11046024.0379031 y
4185681.7510172 |
|||||||||||||||||||||||||||||||||||||
| 29139 | 4716 0651 X | 29139 | — | U.S. 281 | GRIEVER CREEK | -1 | 60ft.-90-60 TYPE IV PCB SPANS 40ft. | 2011 | 36.30896944 | -98.93004722 | 210 | 42 | — | 3 | 45 | 2 | 39.8 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.4 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
28464 BRKEY
29139 NBI No.
29139 On Under
1 Structure No.
4716 0651 X Control No.
016 Lane Ind.
Milepoint
06510 Facility Carried
U.S. 281 Feature Intersected
GRIEVER CREEK Division
06 County
093 Location
6.5 mi. N. of jct. US-60E Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.8 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
2011 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
39.8 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
210 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
49 School Bus Rte.
2 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
29139 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-90-60 TYPE IV PCB SPANS 40ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7907 Latitude
36:18:32.29 Longitude
-98:55:48.17 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
29139 Vault Link
http://plansrv1/bridgemaintvault/b29139 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.30896944 Longitude DD
-98.93004722 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
28464 x
-11012842.4806849 y
4343218.79809994 |
|||||||||||||||||||||||||||||||||||||
| 29138 | 5507F0755 X | 29138 | — | SANTA FE AVE. | I-44/ RAMP TO U.S. 77 NB | 100ft.-120ft.-120ft.-110ft.-110ft.-135ft.-135ft.-100ft. TYPE BT-72 AND J PCB SPANS, 52ft. CLEAR RDY, F-SHAPED TRAFFIC RAILS AND 6ft.ft. SIDEWALK | 1901 | 35.52691389 | -97.51200556 | 930 | -1 | — | 8 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
28463 BRKEY
29138 NBI No.
29138 On Under
1 Structure No.
5507F0755 X Control No.
Lane Ind.
Milepoint
Facility Carried
SANTA FE AVE. Feature Intersected
I-44/ RAMP TO U.S. 77 NB Division
04 County
109 Location
_ Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
8 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
930 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ 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
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29138 ODOT County
55 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-120ft.-120ft.-110ft.-110ft.-135ft.-135ft.-100ft. TYPE BT-72 AND J PCB SPANS, 52ft. CLEAR RDY, F-SHAPED TRAFFIC RAILS AND 6ft.ft. SIDEWALK Route Flag
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:31:36.89 Longitude
-97:30:43.22 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
SANTA FE AVE. Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29138 Vault Link
http://plansrv1/bridgemaintvault/b29138 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.52691389 Longitude DD
-97.51200556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
28463 x
-10854986.8051701 y
4235719.19641105 |