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 | |||||||||||||||||||||||||||||||||||||
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| 29188 | 3108 0543 X | 29188 | — | S.H. 9 | SNAKE CREEK | -1 | (3) 50ft. PC BEAM | 2013 | 35.25527778 | -95.14138889 | 150.499 | 46.201 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.8 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29730 BRKEY
29188 NBI No.
29188 On Under
1 Structure No.
3108 0543 X Control No.
008 Lane Ind.
Milepoint
05430 Facility Carried
S.H. 9 Feature Intersected
SNAKE CREEK Division
01 County
061 Location
5.4 E JCT SH-2 Sufficiency
84.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
6800 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
46.201 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10880 Future ADT Year
2042 Bypass Detour
44.699999 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
29188 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:15:19 Longitude
-95:08:29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0543 NBI Text
29188 Vault Link
http://plansrv1/bridgemaintvault/b29188 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
35.25527778 Longitude DD
-95.14138889 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29730 x
-10591090.9645996 y
4198626.71637493 |
|||||||||||||||||||||||||||||||||||||
| 29187 | 3108 0091 X | 29187 | — | S.H. 9 | KING CREEK | -1 | 55ft. 3in. - 70ft. - 55ft. 3in. PC BEAM | 2012 | 35.25361111 | -95.22138889 | 180.499 | 46.201 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.8 | 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 | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29729 BRKEY
29187 NBI No.
29187 On Under
1 Structure No.
3108 0091 X Control No.
008 Lane Ind.
Milepoint
00910 Facility Carried
S.H. 9 Feature Intersected
KING CREEK Division
01 County
061 Location
0.9 E JCT SH-2 Sufficiency
84.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 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
6300 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
180.499 Deck Width
46.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10080 Future ADT Year
2042 Bypass Detour
44.699999 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
29187 ODOT County
31 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft. 3in. - 70ft. - 55ft. 3in. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9881 Latitude
35:15:13 Longitude
-95:13:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0091 NBI Text
29187 Vault Link
http://plansrv1/bridgemaintvault/b29187 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.25361111 Longitude DD
-95.22138889 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29729 x
-10599996.5238631 y
4198399.51384427 |
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| 29475 | 1910 1119 X | 29475 | — | S.H. 16 | TURKEY CREEK | -1 | 100 TYPE IV PC BEAM, 40ft. CLR. | 2011 | 35.75884444 | -96.25533889 | 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) | 97.5 | 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 | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29725 BRKEY
29475 NBI No.
29475 On Under
1 Structure No.
1910 1119 X Control No.
010 Lane Ind.
Milepoint
11190 Facility Carried
S.H. 16 Feature Intersected
TURKEY CREEK Division
08 County
037 Location
11.2E JCT. S.H. 48 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00016 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
1100 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.
3 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
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
29.199925 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
29475 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100 TYPE IV PC BEAM, 40ft. CLR. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.9874 Latitude
35:45:31.84 Longitude
-96:15:19.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 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
29475 Vault Link
http://plansrv1/bridgemaintvault/b29475 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.75884444 Longitude DD
-96.25533889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29725 x
-10715095.3113688 y
4267489.27412748 |
|||||||||||||||||||||||||||||||||||||
| 29474 | 4506 1267 X | 29474 | — | S.H. 3 | HORSEHEAD CREEK | -1 | 3-60ft. TYP III PC BM; SK 45DEG RF; 40FT C | 2017 | 34.11387778 | -94.96249167 | 185 | 42.001 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29724 BRKEY
29474 NBI No.
29474 On Under
1 Structure No.
4506 1267 X Control No.
006 Lane Ind.
Milepoint
12670 Facility Carried
S.H. 3 Feature Intersected
HORSEHEAD CREEK Division
02 County
089 Location
12.7 E Push Co. Line Sufficiency
99.6 Kind Hwy
3 Level Service
1 Route No.
00003 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
2017 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 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 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
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
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2700 Future ADT Year
2042 Bypass Detour
3.729991 School Bus Rte.
1 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
29474 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. TYP III PC BM; SK 45DEG RF; 40FT C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:06:49.96 Longitude
-94:57:44.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34 NBI Text
29474 Vault Link
http://plansrv1/bridgemaintvault/b29474 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.11387778 Longitude DD
-94.96249167 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29724 x
-10571176.2171649 y
4044103.29862715 |
|||||||||||||||||||||||||||||||||||||
| 29473 | 4405 2473 X | 29473 | — | S.H. 9 | I-35 UNDER | -1 | (58ft.-106ft.-106ft.-48ft.) PC BEAM SPANS W/ 80ft. CLEAR RDWY. F-SHAPED PARAPETS & SKEWED RF 5 DEG. | 2010 | 35.18130278 | -97.49458889 | 316.699 | 82.999 | — | 4 | 6 | 4 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.6 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 28000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29723 BRKEY
29473 NBI No.
29473 On Under
1 Structure No.
4405 2473 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 9 Feature Intersected
I-35 UNDER Division
03 County
087 Location
S.H. 9W OVER I-35 Sufficiency
84.6 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
80 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
2010 ADT Total
28000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
6 No. Main Spans
4 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
43.301 Underclearance Left
12.201 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
316.699 Deck Width
82.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
44800 Future ADT Year
2042 Bypass Detour
51.999869 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1803 Max Measured Clearance
1802 Min Measured Clearance
1806 NBI Rating
29473 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(58ft.-106ft.-106ft.-48ft.) PC BEAM SPANS W/ 80ft. CLEAR RDWY. F-SHAPED PARAPETS & SKEWED RF 5 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5723 Latitude
35:10:52.69 Longitude
-97:29:40.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 9 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
29473 Vault Link
http://plansrv1/bridgemaintvault/b29473 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.18130278 Longitude DD
-97.49458889 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29723 x
-10853047.9903343 y
4188546.84470622 |
|||||||||||||||||||||||||||||||||||||
| 29374 | 0732 0040 X | 29374 | — | U.S. 69 / U.S. 75 | CREEK | -1 | 20ft. X 6ft. X 87ft. LF RCB | 2011 | 33.949669 | -96.4177 | 22.001 | 87.001 | — | 1 | 0 | 2 | 85 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | 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) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29719 BRKEY
29374 NBI No.
29374 On Under
1 Structure No.
0732 0040 X Control No.
032 Lane Ind.
Milepoint
00400 Facility Carried
U.S. 69 / U.S. 75 Feature Intersected
CREEK Division
02 County
013 Location
.5S OF CHOCTAW RD Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85 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
2011 ADT Total
7900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
85 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
87.001 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
8 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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12640 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29374 ODOT County
07 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
20ft. X 6ft. X 87ft. LF RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:56:58.81 Longitude
-96:25:03.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 / U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
096A NBI Text
29374 Vault Link
http://plansrv1/bridgemaintvault/b29374 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
33.949669 Longitude DD
-96.4177 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29719 x
-10733169.2674586 y
4022045.80305085 |
|||||||||||||||||||||||||||||||||||||
| 29373 | 0732 0060 X | 29373 | — | U.S. 69B | CREEK | -1 | 20ft. X 8ft. X 7ft. SK 30º RCB | 2011 | 33.946433 | -96.414561 | 22.001 | 75 | — | 1 | 30 | 2 | 73 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | 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) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29718 BRKEY
29373 NBI No.
29373 On Under
1 Structure No.
0732 0060 X Control No.
032 Lane Ind.
Milepoint
00600 Facility Carried
U.S. 69B Feature Intersected
CREEK Division
02 County
013 Location
U.S. 69 & U.S. 69B Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73 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
2011 ADT Total
7900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
1 Road Width
73 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
75 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12640 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29373 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
20ft. X 8ft. X 7ft. SK 30º RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:56:47.16 Longitude
-96:24:52.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
096C NBI Text
29373 Vault Link
http://plansrv1/bridgemaintvault/b29373 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
33.946433 Longitude DD
-96.414561 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29718 x
-10732819.835577 y
4021611.55270671 |
|||||||||||||||||||||||||||||||||||||
| 29372 | 0703 0050 X | 29372 | — | U.S. 69B | U.S. 69 UNDER | -1 | 128ft. - 148ft. PLATE GIRDER | 2011 | 33.94681667 | -96.416475 | 276.001 | 40 | — | 2 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29717 BRKEY
29372 NBI No.
29372 On Under
1 Structure No.
0703 0050 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69B Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
0.5 N JCT US-69 Sufficiency
98.2 Kind Hwy
2 Level Service
3 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
M Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2011 ADT Total
7900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
23.999 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
276.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
44 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12640 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
-1 Max Measured Clearance
1710 Min Measured Clearance
1608 NBI Rating
29372 ODOT County
07 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
1.5 Rt. Curb SW
1.5 Description
128ft. - 148ft. PLATE GIRDER Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6165 Latitude
33:56:48.54 Longitude
-96:24:59.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 69B Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
3 - Bypass Historical Significance
5 Local Bridge ID
096B NBI Text
29372 Vault Link
http://plansrv1/bridgemaintvault/b29372 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
33.94681667 Longitude DD
-96.416475 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29717 x
-10733032.9010824 y
4021663.03788526 |
|||||||||||||||||||||||||||||||||||||
| 29367 | 0220 0627 X | 29367 | — | S.H. 11 | SALT FORK ARK RIVER O'FL | -1 | 3-100ft. PRESTESSED CONC. BEAM SPANS | 2014 | 36.80571111 | -98.24844722 | 301.699 | 42.201 | — | 3 | 0 | 2 | 40.098 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29694 BRKEY
29367 NBI No.
29367 On Under
1 Structure No.
0220 0627 X Control No.
020 Lane Ind.
Milepoint
06270 Facility Carried
S.H. 11 Feature Intersected
SALT FORK ARK RIVER O'FL Division
06 County
003 Location
6.4E JCT U.S. 64 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 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
2014 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
02 Length
301.699 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
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
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
34 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
29367 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTESSED CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6886 Latitude
36:48:20.56 Longitude
-98:14:54.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
29367 Vault Link
http://plansrv1/bridgemaintvault/b29367 GIS FO/SD
Meets Standards H Inv. Method
40.4 Latitude DD
36.80571111 Longitude DD
-98.24844722 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29694 x
-10936967.1157602 y
4412059.91132984 |
|||||||||||||||||||||||||||||||||||||
| 29366 | 0220 0673 X | 29366 | — | S.H. 11 | SALT FORK ARKANSAS RIVER | -1 | 3 100ft. CONC BEAMS | 2014 | 36.80677222 | -98.24028611 | 300 | 42.201 | — | 3 | 0 | 2 | 40.098 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29693 BRKEY
29366 NBI No.
29366 On Under
1 Structure No.
0220 0673 X Control No.
020 Lane Ind.
Milepoint
06730 Facility Carried
S.H. 11 Feature Intersected
SALT FORK ARKANSAS RIVER Division
06 County
003 Location
6.8E OF JCT U.S. 64 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 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
2014 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
02 Length
300 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 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
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
34 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
29366 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 100ft. CONC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7049 Latitude
36:48:24.38 Longitude
-98:14:25.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
29366 Vault Link
http://plansrv1/bridgemaintvault/b29366 GIS FO/SD
Meets Standards H Inv. Method
40.5 Latitude DD
36.80677222 Longitude DD
-98.24028611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29693 x
-10936058.6251507 y
4412207.44127197 |
|||||||||||||||||||||||||||||||||||||
| 29365 | 0220 0557 X | 29365 | — | S.H. 11 | CREEK | -1 | 3-50ft. PRESTRESSED CONC. BEAMS | 2014 | 36.80410278 | -98.26088611 | 150 | 42.3 | — | 3 | 30 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29692 BRKEY
29365 NBI No.
29365 On Under
1 Structure No.
0220 0557 X Control No.
020 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
5.7E OF JCT U.S. 64 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 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
2014 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
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
73.4 HS Inv. Rating Method
3 HS Inv. Method
48.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
34 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
29365 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CONC. BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3273 Latitude
36:48:14.77 Longitude
-98:15:39.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
29365 Vault Link
http://plansrv1/bridgemaintvault/b29365 GIS FO/SD
Meets Standards H Inv. Method
48.3 Latitude DD
36.80410278 Longitude DD
-98.26088611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29692 x
-10938351.806661 y
4411836.30331935 |
|||||||||||||||||||||||||||||||||||||
| 29270 | 5576T0295 X | 29270 | — | TURNER TP (I-44) | CREEK | -1 | 2-8ft.X4ft.X246ft. RCB, SK45RF | 1953 | 35.60904167 | -97.37361111 | 23.999 | 247.999 | — | 2 | 45 | 4 | 246.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29686 BRKEY
29270 NBI No.
29270 On Under
1 Structure No.
5576T0295 X Control No.
076 Lane Ind.
Milepoint
02950 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
04 County
109 Location
2.95 NE OF JCT I-35 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
246.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
28 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
247.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
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
9 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
39840 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29270 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X4ft.X246ft. RCB, SK45RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:36:32.55 Longitude
-97:22:25 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.95 NBI Text
29270 Vault Link
http://plansrv1/bridgemaintvault/b29270 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.60904167 Longitude DD
-97.37361111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29686 x
-10839580.8054674 y
4246958.6016837 |
|||||||||||||||||||||||||||||||||||||
| 29550 | 4106 0766 X | 29550 | — | S.H. 66 | DEEP FORK RIVER | -1 | 120ft.-120ft.-125ft. P.C. BM. SPANS X 40.0ft. CLR. RDWY. W/ TR-4 RAILS & SKEWED 30 DEG R.F. | 2014 | 35.68083333 | -97.00972222 | 368.999 | 45.2 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29681 BRKEY
29550 NBI No.
29550 On Under
1 Structure No.
4106 0766 X Control No.
006 Lane Ind.
Milepoint
07660 Facility Carried
S.H. 66 Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
7.6 MI. E. OKLA. C/L Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
368.999 Deck Width
45.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
31.7 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
29550 ODOT County
41 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
120ft.-120ft.-125ft. P.C. BM. SPANS X 40.0ft. CLR. RDWY. W/ TR-4 RAILS & SKEWED 30 DEG R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2623 Latitude
35:40:51 Longitude
-97:00:35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29550 Vault Link
http://plansrv1/bridgemaintvault/b29550 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.68083333 Longitude DD
-97.00972222 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29681 x
-10799072.8795273 y
4256792.93579469 |
|||||||||||||||||||||||||||||||||||||
| 29364 | 0220 0528 X | 29364 | — | S.H. 11 | CREEK | -1 | 3-50 PRESTRESSED CONC. BEAMS | 2014 | 36.80344444 | -98.265925 | 150 | 42.402 | — | 3 | 30 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29673 BRKEY
29364 NBI No.
29364 On Under
1 Structure No.
0220 0528 X Control No.
020 Lane Ind.
Milepoint
05280 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
5.1 E JCT U.S. 64 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 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
2014 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.402 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
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
73.4 HS Inv. Rating Method
3 HS Inv. Method
48.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
34 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
29364 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50 PRESTRESSED CONC. BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9131 Latitude
36:48:12.4 Longitude
-98:15:57.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
29364 Vault Link
http://plansrv1/bridgemaintvault/b29364 GIS FO/SD
Meets Standards H Inv. Method
48.3 Latitude DD
36.80344444 Longitude DD
-98.265925 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29673 x
-10938912.73333 y
4411744.77488992 |
|||||||||||||||||||||||||||||||||||||
| 29363 | 6012 0152 X | 29363 | — | U.S. 177 | CIMARRON RIVER | -1 | 9-100ft. PCB | 2014 | 35.95748056 | -97.03210278 | 900 | 42 | — | 9 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29672 BRKEY
29363 NBI No.
29363 On Under
1 Structure No.
6012 0152 X Control No.
012 Lane Ind.
Milepoint
01520 Facility Carried
U.S. 177 Feature Intersected
CIMARRON RIVER Division
04 County
119 Location
1.6S OF S.H. 33 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
4000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
9 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
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
900 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 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
58.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29363 ODOT County
60 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
9-100ft. PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8393 Latitude
35:57:26.93 Longitude
-97:01:55.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
29363 Vault Link
http://plansrv1/bridgemaintvault/b29363 GIS FO/SD
Meets Standards H Inv. Method
58.8 Latitude DD
35.95748056 Longitude DD
-97.03210278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29672 x
-10801564.2720702 y
4294772.33880601 |
|||||||||||||||||||||||||||||||||||||
| 29362 | 6012 0121 X | 29362 | — | U.S. 177 | DUGOUT CREEK | -1 | 50ft.-100ft.-50ft. PC BEAM SPANS | 2013 | 35.95277778 | -97.03083333 | 200.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29671 BRKEY
29362 NBI No.
29362 On Under
1 Structure No.
6012 0121 X Control No.
012 Lane Ind.
Milepoint
01210 Facility Carried
U.S. 177 Feature Intersected
DUGOUT CREEK Division
04 County
119 Location
2S OF S.H. 33 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
4000 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
200.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.1 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
26.700001 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
29362 ODOT County
60 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.-100ft.-50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.6314 Latitude
35:57:10 Longitude
-97:01:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29362 Vault Link
http://plansrv1/bridgemaintvault/b29362 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
35.95277778 Longitude DD
-97.03083333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29671 x
-10801422.9575426 y
4294125.61131139 |
|||||||||||||||||||||||||||||||||||||
| 29265 | 1036 0614WX | 29265 | — | I-35 SB | FAU 4880 E1970 UNDER | -1 | 112ft. PC BEAM BRIDGE, 31 DEG SKEW LT FWD | 2010 | 34.15805556 | -97.16333333 | 112.201 | 62.999 | — | 1 | 31 | 2 | 60 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29663 BRKEY
29265 NBI No.
29265 On Under
1 Structure No.
1036 0614WX Control No.
036 Lane Ind.
W Milepoint
06140 Facility Carried
I-35 SB Feature Intersected
FAU 4880 E1970 UNDER Division
07 County
019 Location
1.4N OF U.S. 70E Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 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
2010 ADT Total
16100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
31 No. Main Spans
1 Road Width
60 Ref. Underclearance Rt.
H Underclearance Right
32.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
112.201 Deck Width
62.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 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
8 HS Operating Rating Method
3 HS Operating Rating
88 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29265 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
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
112ft. PC BEAM BRIDGE, 31 DEG SKEW LT FWD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9384 Latitude
34:09:29 Longitude
-97:09:48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
29265 Vault Link
http://plansrv1/bridgemaintvault/b29265 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.15805556 Longitude DD
-97.16333333 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29663 x
-10816172.7900727 y
4050044.82244368 |
|||||||||||||||||||||||||||||||||||||
| 29458 | 2432 0119 X | 29458 | — | U.S. 412 | N. BOGGY CREEK/ WALKWAY | -1 | 18ft. X 11ft.X 93 RCB SKEWED 30 DEG | 2008 | 36.39062222 | -97.86849722 | 20.801 | 0 | — | 1 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 12800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29654 BRKEY
29458 NBI No.
29458 On Under
1 Structure No.
2432 0119 X Control No.
032 Lane Ind.
Milepoint
01190 Facility Carried
U.S. 412 Feature Intersected
N. BOGGY CREEK/ WALKWAY Division
04 County
047 Location
1.3E OF U.S.81 JCT. Sufficiency
66.5 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
92.989 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2008 ADT Total
12800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.801 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
20480 Future ADT Year
2042 Bypass Detour
54.99986 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29458 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
3.999 Rt. Curb SW
0 Description
18ft. X 11ft.X 93 RCB SKEWED 30 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.4314 Latitude
36:23:26.24 Longitude
-97:52:06.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412, SH15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29458 Vault Link
http://plansrv1/bridgemaintvault/b29458 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
36.39062222 Longitude DD
-97.86849722 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29654 x
-10894671.2752333 y
4354504.36503068 |
|||||||||||||||||||||||||||||||||||||
| 29457 | 0706 1470NX | 29457 | — | U.S. 70 BYPASS | U.S. 69 BUSINESS UNDER | -1 | 88ft. - 132ft. - 119ft. - (2) 102ft. - 121ft. PC BEAM SK 35º12ft.07.30in. | 2010 | 33.965678 | -96.396103 | 663.999 | 52.999 | — | 6 | 35 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29653 BRKEY
29457 NBI No.
29457 On Under
1 Structure No.
0706 1470NX Control No.
006 Lane Ind.
N Milepoint
14700 Facility Carried
U.S. 70 BYPASS Feature Intersected
U.S. 69 BUSINESS UNDER Division
02 County
013 Location
3.4 E JCT US-70 Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
6 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
72.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
663.999 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
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
8 HS Operating Rating Method
3 HS Operating Rating
71 HS Inv. Rating Method
3 HS Inv. Method
31 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2505 Min Measured Clearance
2400 NBI Rating
29457 ODOT County
07 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
88ft. - 132ft. - 119ft. - (2) 102ft. - 121ft. PC BEAM SK 35º12ft.07.30in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6958 Latitude
33:57:56.44 Longitude
-96:23:45.97 I257A
1 I257B
1 I257C
1 I257D
0 I257E
1 I263
2 Roadway Name
U.S. 70 BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
098 NBI Text
29457 Vault Link
http://plansrv1/bridgemaintvault/b29457 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
33.965678 Longitude DD
-96.396103 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29653 x
-10730765.1004159 y
4024194.35062825 |
|||||||||||||||||||||||||||||||||||||
| 29456 | 0706 1470SX | 29456 | — | U.S. 70 BYPASS | U.S. 69 BUSINESS UNDER | -1 | 88ft. - 132ft. - 119ft. - (2) 102ft. - 121ft. PC BEAM SK 35º 12ft.07.30in. | 2010 | 33.96525 | -96.396461 | 663.999 | 52.999 | — | 6 | 35 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29652 BRKEY
29456 NBI No.
29456 On Under
1 Structure No.
0706 1470SX Control No.
006 Lane Ind.
S Milepoint
14700 Facility Carried
U.S. 70 BYPASS Feature Intersected
U.S. 69 BUSINESS UNDER Division
02 County
013 Location
3.4 E JCT US-70 Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
6 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
8.501 Underclearance Left
72.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
663.999 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71 HS Inv. Rating Method
3 HS Inv. Method
31 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2408 Min Measured Clearance
2209 NBI Rating
29456 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
88ft. - 132ft. - 119ft. - (2) 102ft. - 121ft. PC BEAM SK 35º 12ft.07.30in. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:57:54.9 Longitude
-96:23:47.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 70 BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
099 NBI Text
29456 Vault Link
http://plansrv1/bridgemaintvault/b29456 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
33.96525 Longitude DD
-96.396461 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29652 x
-10730804.9527937 y
4024136.90403093 |
|||||||||||||||||||||||||||||||||||||
| 29455 | 0732 0359 X | 29455 | — | U.S. 70 BYPASS | CREEK | -1 | (3) 10ft. X 10ft. (13ft.) X 554ft. RCB SK 40º | 2010 | 33.96494444 | -96.39391667 | 44.4 | 0 | — | 3 | 40 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.6 | 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) | C | 9800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29651 BRKEY
29455 NBI No.
29455 On Under
1 Structure No.
0732 0359 X Control No.
032 Lane Ind.
Milepoint
03590 Facility Carried
U.S. 70 BYPASS Feature Intersected
CREEK Division
02 County
013 Location
3.6 E JCT US-70 Sufficiency
79.6 Kind Hwy
2 Level Service
3 Route No.
0070B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
9800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
40 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
36 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.4 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
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15680 Future ADT Year
2042 Bypass Detour
6 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
29455 ODOT County
07 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. (13ft.) X 554ft. RCB SK 40º Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:57:53.8 Longitude
-96:23:38.1 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
3 - Bypass Historical Significance
5 Local Bridge ID
100 NBI Text
29455 Vault Link
http://plansrv1/bridgemaintvault/b29455 GIS FO/SD
Meets Standards H Inv. Method
35.935 Latitude DD
33.96494444 Longitude DD
-96.39391667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29651 x
-10730521.7192736 y
4024095.89163238 |
|||||||||||||||||||||||||||||||||||||
| 29253 | 5115 0898NX | 29253 | — | I-40 WB | DIRTY CREEK | -1 | 4-100ft. PCB; 38 CLR RWY | 2012 | 35.48666667 | -95.18944444 | 400 | 40 | — | 4 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29616 BRKEY
29253 NBI No.
29253 On Under
1 Structure No.
5115 0898NX Control No.
015 Lane Ind.
N Milepoint
08980 Facility Carried
I-40 WB Feature Intersected
DIRTY CREEK Division
01 County
101 Location
7E JCT I-40 & US64/SH2 Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2012 ADT Total
6000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29253 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PCB; 38 CLR RWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.1758 Latitude
35:29:12 Longitude
-95:11:22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29253 Vault Link
http://plansrv1/bridgemaintvault/b29253 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.48666667 Longitude DD
-95.18944444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29616 x
-10596440.4839554 y
4230215.45778462 |
|||||||||||||||||||||||||||||||||||||
| 29252 | 5115 0898SX | 29252 | — | I-40 EB | DIRTY CREEK | -1 | 4-100ft. PCB: 38 CLR RWY | 2010 | 35.48638889 | -95.18916667 | 400 | 40 | — | 4 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29615 BRKEY
29252 NBI No.
29252 On Under
1 Structure No.
5115 0898SX Control No.
015 Lane Ind.
S Milepoint
08980 Facility Carried
I-40 EB Feature Intersected
DIRTY CREEK Division
01 County
101 Location
7E OF JCT I-40 & US64/SH2 Sufficiency
97 Kind Hwy
1 Level Service
1 Route No.
40000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2010 ADT Total
5950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
85 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29252 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PCB: 38 CLR RWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.6921 Latitude
35:29:11 Longitude
-95:11:21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29252 Vault Link
http://plansrv1/bridgemaintvault/b29252 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.48638889 Longitude DD
-95.18916667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29615 x
-10596409.5627404 y
4230177.48142514 |
|||||||||||||||||||||||||||||||||||||
| 29443 | 7218 0340 XF | 29443 | — | U.S. 75 FRNTG RD | TRIBUTARY | -1 | 2-10ft.X5ft.X83.5ft. RCB | 2010 | 35.99292778 | -96.01213889 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | 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 | 16 - Minor Arterial (Urban) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29603 BRKEY
29443 NBI No.
29443 On Under
1 Structure No.
7218 0340 XF Control No.
018 Lane Ind.
Milepoint
03400 Facility Carried
U.S. 75 FRNTG RD Feature Intersected
TRIBUTARY Division
08 County
143 Location
3.4N S.H. 67 Sufficiency
99.9 Kind Hwy
2 Level Service
8 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2010 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
1600 Future ADT Year
2042 Bypass Detour
2 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
29443 ODOT County
72 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.X5ft.X83.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
-1 H Index
99.6047 Latitude
35:59:34.54 Longitude
-96:00:43.7 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 FRONTAGE RD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
29443 Vault Link
http://plansrv1/bridgemaintvault/b29443 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.99292778 Longitude DD
-96.01213889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
29603 x
-10688022.4112079 y
4299648.28910854 |
|||||||||||||||||||||||||||||||||||||
| 29246 | 4022 1036SX | 29246 | — | U.S. 271 EB | POTEAU RIVER | -1 | 3-102ft. TYPE J PCB, 150ft.-210ft.-150ft. PLATE GIRDER | 2010 | 35.27449444 | -94.50069722 | 873 | 40 | — | 3 | 12 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29591 BRKEY
29246 NBI No.
29246 On Under
1 Structure No.
4022 1036SX Control No.
022 Lane Ind.
S Milepoint
10360 Facility Carried
U.S. 271 EB Feature Intersected
POTEAU RIVER Division
02 County
079 Location
10.4E JCT U.S. 59 Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
4500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
98.999 Underclearance Left
98.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
873 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
7200 Future ADT Year
2042 Bypass Detour
0.1 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
29246 ODOT County
40 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
3-102ft. TYPE J PCB, 150ft.-210ft.-150ft. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.1145 Latitude
35:16:28.18 Longitude
-94:30:02.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
92A NBI Text
29246 Vault Link
http://plansrv1/bridgemaintvault/b29246 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.27449444 Longitude DD
-94.50069722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29591 x
-10519769.4941397 y
4201246.69297011 |
|||||||||||||||||||||||||||||||||||||
| 29534 | 1028 0276 X | 29534 | — | S.H. 76 | WILD HORSE CREEK | -1 | 115ft.-115ft.-115ft. PC BM. SPANS SKEWED 30 DEG R.F. W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL | 2015 | 34.489133 | -97.509361 | 345 | 42 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29588 BRKEY
29534 NBI No.
29534 On Under
1 Structure No.
1028 0276 X Control No.
028 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 76 Feature Intersected
WILD HORSE CREEK Division
03 County
019 Location
2.8 MI. N OF JCT. SH 7 Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00076 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
2015 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
345 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
49.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29534 ODOT County
10 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
115ft.-115ft.-115ft. PC BM. SPANS SKEWED 30 DEG R.F. W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6136 Latitude
34:29:20.88 Longitude
-97:30:33.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29534 Vault Link
http://plansrv1/bridgemaintvault/b29534 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.489133 Longitude DD
-97.509361 ODOT County Number
10 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29588 x
-10854692.4140975 y
4094671.2675593 |
|||||||||||||||||||||||||||||||||||||
| 29532 | 6783 0270 X | 29532 | — | U.S. 270B | CREEK | -1 | 50ft. - 55ft. - 50ft. TYPE II P.C. BEAM INTEGRAL SPAN BRIDGE W/ 44ft. CLR. RDWY. & TR-4 TRAFFIC RAILS | 2012 | 35.15878056 | -96.50404444 | 155.499 | 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) | 99.8 | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29586 BRKEY
29532 NBI No.
29532 On Under
1 Structure No.
6783 0270 X Control No.
083 Lane Ind.
Milepoint
02700 Facility Carried
U.S. 270B Feature Intersected
CREEK Division
03 County
133 Location
0.6 MI. W OF S.H. 56 Sufficiency
99.8 Kind Hwy
2 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 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
155.499 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
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
57.8 HS Inv. Rating Method
3 HS Inv. Method
43.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
0.745645 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29532 ODOT County
67 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
50ft. - 55ft. - 50ft. TYPE II P.C. BEAM INTEGRAL SPAN BRIDGE W/ 44ft. CLR. RDWY. & TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9081 Latitude
35:09:31.61 Longitude
-96:30:14.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270B 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
29532 Vault Link
http://plansrv1/bridgemaintvault/b29532 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
35.15878056 Longitude DD
-96.50404444 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29586 x
-10742781.0865522 y
4185479.77786432 |
|||||||||||||||||||||||||||||||||||||
| 29531 | 4108 0380 X | 29531 | — | S.H. 66 | CHUCKAHO CREEK | -1 | 3-10ft.X12ft.X86ft.-RCB WITH 40.0ft. CLEAR ROADWAY | 2012 | 35.70972222 | -96.83 | 32.001 | 0 | — | 3 | 12 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29585 BRKEY
29531 NBI No.
29531 On Under
1 Structure No.
4108 0380 X Control No.
008 Lane Ind.
Milepoint
03800 Facility Carried
S.H. 66 Feature Intersected
CHUCKAHO CREEK Division
03 County
081 Location
3.8E OF JCT S.H. 18 Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00066 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
2012 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 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
10 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
43.999998 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
29531 ODOT County
41 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.X12ft.X86ft.-RCB WITH 40.0ft. CLEAR ROADWAY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:42:35 Longitude
-96:49:48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
2953100000 NBI Text
29531 Vault Link
http://plansrv1/bridgemaintvault/b29531 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.70972222 Longitude DD
-96.83 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29585 x
-10779066.2935127 y
4260752.75772473 |
|||||||||||||||||||||||||||||||||||||
| 29442 | 0604F0498 X | 29442 | — | U.S. 270 | RELAY CREEK | 133ft. BULB TEE SPAN | 1901 | 35.771944 | -98.405833 | 132.999 | -1 | — | 1 | 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 | 02 - Principal Arterial Other (Rural) | C | 3000 | 2006 | 5 | Unmatched | |
|
Raw data
OBJECTID
29584 BRKEY
29442 NBI No.
29442 On Under
1 Structure No.
0604F0498 X Control No.
004 Lane Ind.
Milepoint
04980 Facility Carried
U.S. 270 Feature Intersected
RELAY CREEK Division
05 County
011 Location
5.2S; OF JCT S.H. 33 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
3000 ADT Year
2006 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
5 - Prestressed Concrete Design
02 Length
132.999 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 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
2007 Future ADT Year
2026 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29442 ODOT County
06 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
133ft. BULB TEE SPAN Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:46:19 Longitude
-98:24:21 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29442 Vault Link
http://plansrv1/bridgemaintvault/b29442 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.771944 Longitude DD
-98.405833 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29584 x
-10954487.2206479 y
4269286.42207654 |
|||||||||||||||||||||||||||||||||||||
| 29441 | 6636 0116 X | 29441 | — | I-44 | 163RD E. AVE. UNDER | -1 | 50ft. X 90ft. X 50ft. STEEL I BEAM STR. W/ TWO 72ft. CLEAR RDWY. WIDTHS SEPARATED BY A 42in. MEDIAN BARRIER. | 2010 | 36.162322 | -95.794758 | 190.5 | 147.001 | — | 1 | 0 | 4 | 72 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | 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 | 65600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29583 BRKEY
29441 NBI No.
29441 On Under
1 Structure No.
6636 0116 X Control No.
036 Lane Ind.
Milepoint
01160 Facility Carried
I-44 Feature Intersected
163RD E. AVE. UNDER Division
08 County
131 Location
1.8E JCT I-244 Sufficiency
97.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72 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
2010 ADT Total
65600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
72 Ref. Underclearance Rt.
H Underclearance Right
10.08 Underclearance Left
9.58 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72 Span Type Main
M Material
3 - Steel Design
02 Length
190.5 Deck Width
147.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.4 HS Inv. Rating Method
3 HS Inv. Method
36.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
104960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1609 Max Measured Clearance
1703 Min Measured Clearance
1701 NBI Rating
29441 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. X 90ft. X 50ft. STEEL I BEAM STR. W/ TWO 72ft. CLEAR RDWY. WIDTHS SEPARATED BY A 42in. MEDIAN BARRIER. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
94.6075 Latitude
36:09:44.36 Longitude
-95:47:41.13 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29441 Vault Link
http://plansrv1/bridgemaintvault/b29441 GIS FO/SD
Meets Standards H Inv. Method
36.4 Latitude DD
36.162322 Longitude DD
-95.794758 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29583 x
-10663823.6812249 y
4322979.677171 |
|||||||||||||||||||||||||||||||||||||
| 29340 | 0706 0210 XR | 29340 | — | U.S. 70 BYPASS RMP | ENTERPRISE BLVD UNDER | -1 | 62ft. - 75ft. - 57ft. PC BEAM SK 16º30ft. | 2010 | 33.966753 | -96.412433 | 194.101 | 32.001 | — | 3 | 16 | 1 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29578 BRKEY
29340 NBI No.
29340 On Under
1 Structure No.
0706 0210 XR Control No.
006 Lane Ind.
Milepoint
02100 Facility Carried
U.S. 70 BYPASS RMP Feature Intersected
ENTERPRISE BLVD UNDER Division
02 County
013 Location
2.10 S JCT US-70 Sufficiency
99 Kind Hwy
2 Level Service
3 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
16 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
H Underclearance Right
16.329 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
194.101 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1804 Min Measured Clearance
1609 NBI Rating
29340 ODOT County
07 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
62ft. - 75ft. - 57ft. PC BEAM SK 16º30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
100 Latitude
33:58:00.31 Longitude
-96:24:44.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 RAMP-U.S.70 BYPASS S-E Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
3 - Bypass Historical Significance
5 Local Bridge ID
035G NBI Text
29340 Vault Link
http://plansrv1/bridgemaintvault/b29340 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
33.966753 Longitude DD
-96.412433 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29578 x
-10732582.9477006 y
4024338.63950152 |
|||||||||||||||||||||||||||||||||||||
| 29339 | 0706 0210SX | 29339 | — | U.S. 70 BYPASS | ENTERPRISE BLVD UNDER | -1 | 67ft. - 80ft. - 60ft. PC BEAM SK 24º | 2010 | 33.96700556 | -96.41244722 | 205 | 42.001 | — | 3 | 24 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29577 BRKEY
29339 NBI No.
29339 On Under
1 Structure No.
0706 0210SX Control No.
006 Lane Ind.
S Milepoint
02100 Facility Carried
U.S. 70 BYPASS Feature Intersected
ENTERPRISE BLVD UNDER Division
02 County
013 Location
2.10 S JCT US-70 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
24 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
16.329 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
205 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1806 Min Measured Clearance
1704 NBI Rating
29339 ODOT County
07 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
67ft. - 80ft. - 60ft. PC BEAM SK 24º Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:58:01.22 Longitude
-96:24:44.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035I NBI Text
29339 Vault Link
http://plansrv1/bridgemaintvault/b29339 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
33.96700556 Longitude DD
-96.41244722 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29577 x
-10732584.5306638 y
4024372.53892687 |
|||||||||||||||||||||||||||||||||||||
| 29338 | 0706 0210NX | 29338 | — | U.S. 70 BYPASS | ENTERPRISE BLVD UNDER | -1 | 67ft. - 80ft. - 60ft. PC BEAM SK 24º | 2010 | 33.96745556 | -96.41245556 | 207.1 | 54.501 | — | 3 | 24 | 3 | 51.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29576 BRKEY
29338 NBI No.
29338 On Under
1 Structure No.
0706 0210NX Control No.
006 Lane Ind.
N Milepoint
02100 Facility Carried
U.S. 70 BYPASS Feature Intersected
ENTERPRISE BLVD UNDER Division
02 County
013 Location
2.10 S JCT US-70 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
24 No. Main Spans
3 Road Width
51.499 Ref. Underclearance Rt.
H Underclearance Right
16.329 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
207.1 Deck Width
54.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1806 Min Measured Clearance
1609 NBI Rating
29338 ODOT County
07 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
67ft. - 80ft. - 60ft. PC BEAM SK 24º Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9208 Latitude
33:58:02.84 Longitude
-96:24:44.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035H NBI Text
29338 Vault Link
http://plansrv1/bridgemaintvault/b29338 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
33.96745556 Longitude DD
-96.41245556 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29576 x
-10732585.4590683 y
4024432.93964119 |
|||||||||||||||||||||||||||||||||||||
| 29337 | 0706 0219SX | 29337 | — | U.S. 70 BYPASS | U.S. 69 / U.S. 75 UNDER | -1 | 48ft. - 111ft. - 106ft. - 62ft. PLATE GIRDER SK 30º44ft. | 2010 | 33.96911944 | -96.41706667 | 326.401 | 52.999 | — | 4 | 35 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29575 BRKEY
29337 NBI No.
29337 On Under
1 Structure No.
0706 0219SX Control No.
006 Lane Ind.
S Milepoint
02190 Facility Carried
U.S. 70 BYPASS Feature Intersected
U.S. 69 / U.S. 75 UNDER Division
02 County
013 Location
2.00 S JCT US-70 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
16.329 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
326.401 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.9 HS Inv. Rating Method
3 HS Inv. Method
53.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2001 Min Measured Clearance
1708 NBI Rating
29337 ODOT County
07 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
48ft. - 111ft. - 106ft. - 62ft. PLATE GIRDER SK 30º44ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:58:08.83 Longitude
-96:25:01.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 70 BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035F NBI Text
29337 Vault Link
http://plansrv1/bridgemaintvault/b29337 GIS FO/SD
Meets Standards H Inv. Method
53.8 Latitude DD
33.96911944 Longitude DD
-96.41706667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29575 x
-10733098.7654855 y
4024656.27472904 |
|||||||||||||||||||||||||||||||||||||
| 29336 | 0706 0219NX | 29336 | — | U.S. 70 BYPASS | U.S. 69 / U.S. 75 UNDER | -1 | 44ft. - 112ft. - 107ft. - 58ft. PLATE GIRDER SK 34º44ft. | 2010 | 33.96963333 | -96.41705 | 321.801 | 52.999 | — | 4 | 35 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29574 BRKEY
29336 NBI No.
29336 On Under
1 Structure No.
0706 0219NX Control No.
006 Lane Ind.
N Milepoint
02190 Facility Carried
U.S. 70 BYPASS Feature Intersected
U.S. 69 / U.S. 75 UNDER Division
02 County
013 Location
2.00 S JCT US-70 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
16.401 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
321.801 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
56 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1909 Min Measured Clearance
1605 NBI Rating
29336 ODOT County
07 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
44ft. - 112ft. - 107ft. - 58ft. PLATE GIRDER SK 34º44ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:58:10.68 Longitude
-96:25:01.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 70 BYPASS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035E NBI Text
29336 Vault Link
http://plansrv1/bridgemaintvault/b29336 GIS FO/SD
Meets Standards H Inv. Method
55 Latitude DD
33.96963333 Longitude DD
-96.41705 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29574 x
-10733096.9097896 y
4024725.25274295 |
|||||||||||||||||||||||||||||||||||||
| 29530 | 6212 0000 X | 29530 | — | S.H. 3W/U.S. 177 | SOUTH CANADIAN RIVER | -1 | 100ft.-(10-125ft.)-100ft. P.C. BEAM SPANS W/ 68ft. CLR. RDWY. & F-SHAPED PARAPET | 2014 | 34.9625 | -96.93 | 1452 | 71 | — | 10 | 0 | 4 | 69 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29567 BRKEY
29530 NBI No.
29530 On Under
1 Structure No.
6212 0000 X Control No.
012 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 3W/U.S. 177 Feature Intersected
SOUTH CANADIAN RIVER Division
03 County
123 Location
POTT-PONTOTOC C/L Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
69 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
2014 ADT Total
4800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
10 Road Width
69 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
69 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1452 Deck Width
71 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
8 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
81.6 HS Inv. Rating Method
3 HS Inv. Method
61.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7680 Future ADT Year
2042 Bypass Detour
27.000001 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
29530 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
100ft.-(10-125ft.)-100ft. P.C. BEAM SPANS W/ 68ft. CLR. RDWY. & F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.3346 Latitude
34:57:45 Longitude
-96:55:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3W Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29530 Vault Link
http://plansrv1/bridgemaintvault/b29530 GIS FO/SD
Meets Standards H Inv. Method
61.8 Latitude DD
34.9625 Longitude DD
-96.93 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29567 x
-10790198.242592 y
4158786.21086677 |
|||||||||||||||||||||||||||||||||||||
| 29529 | 1516 0940 X | 29529 | — | S.H. 48 | CLEAR BOGGY CREEK O'FLOW | -1 | 3-80ft. TYPE IV P.C. BM. SPANS X 40ft. CLEAR RDWY. WITH TR-4 TRAFFIC RAIL | 2012 | 34.54861111 | -96.40694444 | 240.499 | 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) | 96.8 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29566 BRKEY
29529 NBI No.
29529 On Under
1 Structure No.
1516 0940 X Control No.
016 Lane Ind.
Milepoint
09400 Facility Carried
S.H. 48 Feature Intersected
CLEAR BOGGY CREEK O'FLOW Division
03 County
029 Location
3.3 MI. N. S.H. 31 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00048 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
2012 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
26.100001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
NR Max Measured Clearance
NR Min Measured Clearance
NR NBI Rating
29529 ODOT County
15 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. TYPE IV P.C. BM. SPANS X 40ft. CLEAR RDWY. WITH TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6017 Latitude
34:32:55 Longitude
-96:24:25 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
29529 Vault Link
http://plansrv1/bridgemaintvault/b29529 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.54861111 Longitude DD
-96.40694444 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29566 x
-10731971.9639962 y
4102707.140149 |
|||||||||||||||||||||||||||||||||||||
| 29528 | 1516 0911 X | 29528 | — | S.H. 48 | CLEAR BOGGY CREEK | -1 | 45ft. X 100ft. X 45ft. PC BEAM SPANS X 40ft. CLEAR RDWY | 2012 | 34.54416667 | -96.40777778 | 197.005 | 42.201 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29565 BRKEY
29528 NBI No.
29528 On Under
1 Structure No.
1516 0911 X Control No.
016 Lane Ind.
Milepoint
09110 Facility Carried
S.H. 48 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
029 Location
3N OF S.H. 31 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00048 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
2012 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
197.005 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
26.100001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29528 ODOT County
15 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft. X 100ft. X 45ft. PC BEAM SPANS X 40ft. CLEAR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9297 Latitude
34:32:39 Longitude
-96:24:28 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
29528 Vault Link
http://plansrv1/bridgemaintvault/b29528 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
34.54416667 Longitude DD
-96.40777778 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29565 x
-10732064.7309807 y
4102106.46949296 |
|||||||||||||||||||||||||||||||||||||
| 29527 | 1804 1150 X | 29527 | — | U.S. 60 | BNSF R.R. UNDER | -1 | 80ft.-105ft.-70ft. TYPE IV PCB, 40ft.-0in. CLR. RDYW/TR-4 RAIL | 2012 | 36.63166667 | -95.24722222 | 255 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29564 BRKEY
29527 NBI No.
29527 On Under
1 Structure No.
1804 1150 X Control No.
004 Lane Ind.
Milepoint
11500 Facility Carried
U.S. 60 Feature Intersected
BNSF R.R. UNDER Division
08 County
035 Location
.6W OF JCT S.H. 66 Sufficiency
98.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2012 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
48 Underclearance Left
48 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 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
29527 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-105ft.-70ft. TYPE IV PCB, 40ft.-0in. CLR. RDYW/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8919 Latitude
36:37:54 Longitude
-95:14:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
29527 Vault Link
http://plansrv1/bridgemaintvault/b29527 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.63166667 Longitude DD
-95.24722222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29564 x
-10602872.2770042 y
4387889.47536494 |
|||||||||||||||||||||||||||||||||||||
| 29434 | 5744 0233 X | 29434 | — | S.H. 11 | MUD CREEK | -1 | 3-12ft. X 7ft. X 93ft. RCB | 2010 | 36.78194167 | -96.74980833 | 40 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29560 BRKEY
29434 NBI No.
29434 On Under
1 Structure No.
5744 0233 X Control No.
044 Lane Ind.
Milepoint
02330 Facility Carried
S.H. 11 Feature Intersected
MUD CREEK Division
08 County
113 Location
2.2 MILES EAST OF KAY COU Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
91.001 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
2010 ADT Total
750 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
40 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1200 Future ADT Year
2042 Bypass Detour
13.999999 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
29434 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 7ft. X 93ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.4639 Latitude
36:46:54.99 Longitude
-96:44:59.31 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29434 Vault Link
http://plansrv1/bridgemaintvault/b29434 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.78194167 Longitude DD
-96.74980833 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29560 x
-10770139.3976424 y
4408755.69615947 |
|||||||||||||||||||||||||||||||||||||
| 29607 | 7278 1105 X | 29607 | — | I-44 | PEARY CREEK | -1 | 4-10ft. X 7ft. X 304ft. RCB | 1999 | 36.136575 | -95.86334167 | 45 | 0 | — | 4 | 0 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 55200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29543 BRKEY
29607 NBI No.
29607 On Under
1 Structure No.
7278 1105 X Control No.
078 Lane Ind.
Milepoint
11050 Facility Carried
I-44 Feature Intersected
PEARY CREEK Division
08 County
143 Location
2.4E JCT S.H. 51 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
57.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1999 ADT Total
55200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
10 Fill RCB
8 Appr. Roadway Width
57.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
88320 Future ADT Year
2042 Bypass Detour
7 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
29607 ODOT County
72 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
4-10ft. X 7ft. X 304ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.7353 Latitude
36:08:11.67 Longitude
-95:51:48.03 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29607 Vault Link
http://plansrv1/bridgemaintvault/b29607 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.136575 Longitude DD
-95.86334167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29543 x
-10671458.380446 y
4319430.19095052 |
|||||||||||||||||||||||||||||||||||||
| 29888 | 4036 0034 X | 29888 | — | S.H. 1 | ROCK CREEK OVERFLOW | -1 | 75ft.-100ft.-75ft. TYPE IV PC BEAM 40ft. CLR RDWY, SKEW 0 | 2015 | 34.753889 | -95.053333 | 250.499 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29537 BRKEY
29888 NBI No.
29888 On Under
1 Structure No.
4036 0034 X Control No.
036 Lane Ind.
Milepoint
00340 Facility Carried
S.H. 1 Feature Intersected
ROCK CREEK OVERFLOW Division
02 County
079 Location
.3 E OF LATIMER C/L Sufficiency
86.4 Kind Hwy
3 Level Service
1 Route No.
00001 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
2015 ADT Total
5300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250.499 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8480 Future ADT Year
2042 Bypass Detour
31 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
29888 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-100ft.-75ft. TYPE IV PC BEAM 40ft. CLR RDWY, SKEW 0 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:45:14 Longitude
-95:03:12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
109 NBI Text
29888 Vault Link
http://plansrv1/bridgemaintvault/b29888 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.753889 Longitude DD
-95.053333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29537 x
-10581288.6277635 y
4130485.73623529 |
|||||||||||||||||||||||||||||||||||||
| 29887 | 3916 1272 X | 29887 | — | S.H. 1 | ROCK CREEK | 100ft.-100ft.-100ft. TYPE IV PC BEAM 40ft. CLR RDWY, SKEW 0 | 2015 | 34.753333 | -95.062386 | 300 | 42.2 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29536 BRKEY
29887 NBI No.
29887 On Under
1 Structure No.
3916 1272 X Control No.
016 Lane Ind.
Milepoint
12720 Facility Carried
S.H. 1 Feature Intersected
ROCK CREEK Division
02 County
077 Location
12.7 E JCT S.H. 2 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00001 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
2015 ADT Total
2700 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
300 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84.3 HS Inv. Rating Method
3 HS Inv. Method
41.6 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
3790 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
Max Measured Clearance
Min Measured Clearance
NBI Rating
29887 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
100ft.-100ft.-100ft. TYPE IV PC BEAM 40ft. CLR RDWY, SKEW 0 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:45:12 Longitude
-95:03:44.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54 NBI Text
29887 Vault Link
http://plansrv1/bridgemaintvault/b29887 GIS FO/SD
Meets Standards H Inv. Method
41.5 Latitude DD
34.753333 Longitude DD
-95.062386 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29536 x
-10582296.4031136 y
4130410.4041914 |
|||||||||||||||||||||||||||||||||||||
| 29884 | 6404 2976 X | 29884 | — | U.S. 271 | HARDY CREEK | -1 | (3) 14ft. X 10ft. X 86.4ft. LONG RCB SK 30° | 2014 | 34.50574167 | -95.28278611 | 53.1 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 660 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29533 BRKEY
29884 NBI No.
29884 On Under
1 Structure No.
6404 2976 X Control No.
004 Lane Ind.
Milepoint
29760 Facility Carried
U.S. 271 Feature Intersected
HARDY CREEK Division
02 County
127 Location
1.7 N JCT SH-144 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.401 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
2014 ADT Total
660 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
31.401 Span Type Main
M Material
1 - Concrete Design
19 Length
53.1 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1056 Future ADT Year
2042 Bypass Detour
0.621371 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
29884 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) 14ft. X 10ft. X 86.4ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:30:20.67 Longitude
-95:16:58.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
019 NBI Text
29884 Vault Link
http://plansrv1/bridgemaintvault/b29884 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.50574167 Longitude DD
-95.28278611 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29533 x
-10606831.2311296 y
4096914.6277324 |
|||||||||||||||||||||||||||||||||||||
| 29793 | 1670 0173 X | 29793 | — | S.H. 115 | JIMMY CREEK | -1 | 42ft. X 10ft. PRECAST CONCRETE ARCH SPAN W/ 36ft. CLR. RDY | 2013 | 34.784722 | -98.58 | 42.001 | 40.03 | — | 1 | 0 | 2 | 36.03 | 1 - Concrete | Arch — Deck (11) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | Good (7) | Not applicable (N) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29532 BRKEY
29793 NBI No.
29793 On Under
1 Structure No.
1670 0173 X Control No.
070 Lane Ind.
Milepoint
01730 Facility Carried
S.H. 115 Feature Intersected
JIMMY CREEK Division
07 County
031 Location
.17N OF MEERS Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.03 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
2013 ADT Total
390 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
36.03 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.03 Span Type Main
M Material
1 - Concrete Design
11 Length
42.001 Deck Width
40.03 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
N Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
624 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29793 ODOT County
16 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
42ft. X 10ft. PRECAST CONCRETE ARCH SPAN W/ 36ft. CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2695 Latitude
34:47:05 Longitude
-98:34:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
11 - Arch - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
29793 Vault Link
http://plansrv1/bridgemaintvault/b29793 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.784722 Longitude DD
-98.58 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29532 x
-10973875.4024009 y
4134664.07179174 |
|||||||||||||||||||||||||||||||||||||
| 29792 | 4726 1128 X | 29792 | — | U.S. 412 | UNNAMED CREEK | -1 | 3-8ft.X5ft.X86ft. RCB | 2011 | 36.38416667 | -98.69861111 | 26.001 | 86.001 | — | 3 | 0 | 2 | 83.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29531 BRKEY
29792 NBI No.
29792 On Under
1 Structure No.
4726 1128 X Control No.
026 Lane Ind.
Milepoint
11280 Facility Carried
U.S. 412 Feature Intersected
UNNAMED CREEK Division
06 County
093 Location
11.5E JCT U.S. 281 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00412 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
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
2100 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
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
3360 Future ADT Year
2042 Bypass Detour
47 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29792 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.
8 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X5ft.X86ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5929 Latitude
36:23:03 Longitude
-98:41:55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29792 Vault Link
http://plansrv1/bridgemaintvault/b29792 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
36.38416667 Longitude DD
-98.69861111 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29531 x
-10987079.1307685 y
4353611.6857559 |
|||||||||||||||||||||||||||||||||||||
| 29791 | 4726 0864 X | 29791 | — | U.S. 412 | UNNAMED CREEK | -1 | 1-100ft.TYPE IV PCB SPAN, 40ft. CLEAR RDY, TR-4 TRAFFIC RAILS | 2011 | 36.4075 | -98.73777778 | 100 | 42.201 | — | 1 | 0 | 2 | 39.902 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29530 BRKEY
29791 NBI No.
29791 On Under
1 Structure No.
4726 0864 X Control No.
026 Lane Ind.
Milepoint
08640 Facility Carried
U.S. 412 Feature Intersected
UNNAMED CREEK Division
06 County
093 Location
8.9E JCT U.S. 281 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.902 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
39.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
3360 Future ADT Year
2042 Bypass Detour
47 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29791 ODOT County
47 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
1-100ft.TYPE IV PCB SPAN, 40ft. CLEAR RDY, TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8836 Latitude
36:24:27 Longitude
-98:44:16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
29791 Vault Link
http://plansrv1/bridgemaintvault/b29791 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.4075 Longitude DD
-98.73777778 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29530 x
-10991439.144529 y
4356838.58998989 |
|||||||||||||||||||||||||||||||||||||
| 29695 | 2502 0660 XC | 29695 | — | U.S. 77 SD | CREEK | -1 | 3-10ft. X 4.5ft. X 44ft. LONG R.C. BOX | 2010 | 34.69536667 | -97.21272222 | 33.999 | 43.999 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29524 BRKEY
29695 NBI No.
29695 On Under
1 Structure No.
2502 0660 XC Control No.
002 Lane Ind.
Milepoint
06600 Facility Carried
U.S. 77 SD Feature Intersected
CREEK Division
03 County
049 Location
10FT E US77; 3.14N SH29 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
2010 ADT Total
500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
43.999 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
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
15 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29695 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4.5ft. X 44ft. LONG R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
-1 H Index
100 Latitude
34:41:43.32 Longitude
-97:12:45.8 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29695 Vault Link
http://plansrv1/bridgemaintvault/b29695 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.69536667 Longitude DD
-97.21272222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
29524 x
-10821670.7361584 y
4122559.36765686 |
|||||||||||||||||||||||||||||||||||||
| 29597 | 2642T0350 X | 29597 | — | BAILEY A TP (I-44) | WEST BILLS CREEK | -1 | 3-65ft. PC BEAM SPANS | 2008 | 34.922975 | -98.04267778 | 198.127 | 86.001 | — | 3 | 30 | 4 | 81.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29515 BRKEY
29597 NBI No.
29597 On Under
1 Structure No.
2642T0350 X Control No.
042 Lane Ind.
Milepoint
03500 Facility Carried
BAILEY A TP (I-44) Feature Intersected
WEST BILLS CREEK Division
07 County
051 Location
T P BR NO 36.42 Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2008 ADT Total
10400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
81.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.127 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
116.9 HS Inv. Rating Method
1 HS Inv. Method
38.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29597 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:55:22.71 Longitude
-98:02:33.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36.42 NBI Text
29597 Vault Link
http://plansrv1/bridgemaintvault/b29597 GIS FO/SD
Meets Standards H Inv. Method
30.7 Latitude DD
34.922975 Longitude DD
-98.04267778 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29515 x
-10914060.9664786 y
4153418.67456026 |
|||||||||||||||||||||||||||||||||||||
| 29690 | 5801T1040 X | 29690 | — | CO. RD. E0150 | WILL ROGERS TP I-44 UND | -1 | 2-95ft. PC BEAM SPANS | 2009 | 36.80094444 | -94.87998889 | 190 | 34.17 | — | 2 | 20 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29501 BRKEY
29690 NBI No.
29690 On Under
1 Structure No.
5801T1040 X Control No.
001 Lane Ind.
Milepoint
10400 Facility Carried
CO. RD. E0150 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
10.4 E OF CRAIG C/L Sufficiency
84.4 Kind Hwy
4 Level Service
1 Route No.
E0150 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
18400 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190 Deck Width
34.17 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
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
126.3 HS Inv. Rating Method
1 HS Inv. Method
40.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29440 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1611 Min Measured Clearance
1609 NBI Rating
29690 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-95ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:48:03.4 Longitude
-94:52:47.96 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0150 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
67.45 NBI Text
29690 Vault Link
http://plansrv1/bridgemaintvault/b29690 GIS FO/SD
Meets Standards H Inv. Method
28.4 Latitude DD
36.80094444 Longitude DD
-94.87998889 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29501 x
-10561992.0497062 y
4411397.2092625 |