ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 30646 | 4504 0187EX | 30646 | — | U.S. 70 N.B. | LITTLE RIVER | 82ft. TYPE IV -(116ft.-144ft.-116ft. CPG) - 6-82ft. TYPE IV SPANS X 38ft. CLR. RDWY. | 2018 | 33.940486 | -94.758928 | 2040 | 40 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5950 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29956 BRKEY
30646 NBI No.
30646 On Under
1 Structure No.
4504 0187EX Control No.
004 Lane Ind.
E Milepoint
01870 Facility Carried
U.S. 70 N.B. Feature Intersected
LITTLE RIVER Division
02 County
089 Location
5.8 E-N JCT U.S. 259 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
2018 ADT Total
5950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
2040 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
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9520 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
Max Measured Clearance
Min Measured Clearance
NBI Rating
30646 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
82ft. TYPE IV -(116ft.-144ft.-116ft. CPG) - 6-82ft. TYPE IV SPANS X 38ft. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:56:25.75 Longitude
-94:45:32.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 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
30646 Vault Link
http://plansrv1/bridgemaintvault/b30646 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
33.940486 Longitude DD
-94.758928 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29956 x
-10548515.6130765 y
4020813.54668203 |
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| 30559 | 4606 0467 X | 30559 | — | U.S. 266 | PUTTY CREEK | -1 | 105ft.-55ft. TYPE IV & TYPE III PC BEAM SPANS X 40ft. CLR RDY | 2015 | 35.50733333 | -95.73951667 | 160.499 | 42.201 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29953 BRKEY
30559 NBI No.
30559 On Under
1 Structure No.
4606 0467 X Control No.
006 Lane Ind.
Milepoint
04670 Facility Carried
U.S. 266 Feature Intersected
PUTTY CREEK Division
01 County
091 Location
4.7 E OKMULGEE C/L Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00266 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
2015 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
160.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
81 HS Inv. Rating Method
3 HS Inv. Method
58 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
25.8 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
30559 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
105ft.-55ft. TYPE IV & TYPE III PC BEAM SPANS X 40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:30:26.4 Longitude
-95:44:22.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0467 NBI Text
30559 Vault Link
http://plansrv1/bridgemaintvault/b30559 GIS FO/SD
Meets Standards H Inv. Method
57 Latitude DD
35.50733333 Longitude DD
-95.73951667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29953 x
-10657674.2444985 y
4233041.24371366 |
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| 30558 | 4606 0608 X | 30558 | — | U.S. 266 | WAYNE CREEK | -1 | (2) 12ft. X 10ft. X 158ft. RCB 40ft. CLR RDY, 8 ROTATION | 2014 | 35.50733889 | -95.71450278 | 27.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29952 BRKEY
30558 NBI No.
30558 On Under
1 Structure No.
4606 0608 X Control No.
006 Lane Ind.
Milepoint
06080 Facility Carried
U.S. 266 Feature Intersected
WAYNE CREEK Division
01 County
091 Location
4.5 W JCT SH-72 Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1100 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
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.869 HS Inv. Rating Method
3 HS Inv. Method
99.759 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 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
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30558 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 12ft. X 10ft. X 158ft. RCB 40ft. CLR RDY, 8 ROTATION Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.4335 Latitude
35:30:26.42 Longitude
-95:42:52.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0608 NBI Text
30558 Vault Link
http://plansrv1/bridgemaintvault/b30558 GIS FO/SD
Meets Standards H Inv. Method
99.649 Latitude DD
35.50733889 Longitude DD
-95.71450278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29952 x
-10654889.711001 y
4233042.0040393 |
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| 30557 | 4614 0037 X | 30557 | — | S.H. 9 | U.P. R.R. UNDER | -1 | 110ft.-145ft.-110ft. PLATE GIRDER SPANS X 40ft. CLR RDY, SKEW 43 RF | 2015 | 35.26887222 | -95.584125 | 370.541 | 42.001 | — | 3 | 43 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29951 BRKEY
30557 NBI No.
30557 On Under
1 Structure No.
4614 0037 X Control No.
014 Lane Ind.
Milepoint
00370 Facility Carried
S.H. 9 Feature Intersected
U.P. R.R. UNDER Division
01 County
091 Location
.4 SE OF U.S. 69B Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
2 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
5100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
43 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
49.17 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
370.541 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8160 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30557 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
110ft.-145ft.-110ft. PLATE GIRDER SPANS X 40ft. CLR RDY, SKEW 43 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:16:07.94 Longitude
-95:35:02.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 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
30557 Vault Link
http://plansrv1/bridgemaintvault/b30557 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.26887222 Longitude DD
-95.584125 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29951 x
-10640376.1229206 y
4200480.10186757 |
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| 30556 | 5610 1041 X | 30556 | — | U.S. 75A | DUCK CREEK | 105ft. P.C. BEAM SPAN X 40ft. CLR RDY | 2017 | 35.8375 | -96.068611 | 105 | 42.2 | — | 1 | 0 | 2 | 24 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.5 | 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 | 1944 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29950 BRKEY
30556 NBI No.
30556 On Under
1 Structure No.
5610 1041 X Control No.
010 Lane Ind.
Milepoint
10410 Facility Carried
U.S. 75A Feature Intersected
DUCK CREEK Division
01 County
111 Location
6.4 N OF BEGGS Sufficiency
81.5 Kind Hwy
2 Level Service
1 Route No.
00075 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
2017 ADT Total
1944 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
24 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
105 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80.9 HS Inv. Rating Method
3 HS Inv. Method
42.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2664 Future ADT Year
2042 Bypass Detour
8.09998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30556 ODOT County
56 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
105ft. P.C. BEAM SPAN X 40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:50:15 Longitude
-96:04:07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1041 NBI Text
30556 Vault Link
http://plansrv1/bridgemaintvault/b30556 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
35.8375 Longitude DD
-96.068611 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29950 x
-10694308.8577371 y
4278284.59829575 |
|||||||||||||||||||||||||||||||||||||
| 30464 | 5606 0240 X | 30464 | — | U.S. 62 | GRAVE CREEK TRIB. | -1 | 3-10ft.X7ft. RCB SK 30 DEG | 2017 | 35.60955278 | -95.818525 | 37 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29948 BRKEY
30464 NBI No.
30464 On Under
1 Structure No.
5606 0240 X Control No.
006 Lane Ind.
Milepoint
02400 Facility Carried
U.S. 62 Feature Intersected
GRAVE CREEK TRIB. Division
01 County
111 Location
9.4 E JCT. U.S. 75 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.999 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
2017 ADT Total
16000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
29.501 Underclearance Left
29.501 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
51.1 HS Inv. Rating Method
3 HS Inv. Method
39.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30464 ODOT County
56 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
1.001 Rt. Curb SW
1.001 Description
3-10ft.X7ft. RCB SK 30 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:36:34.39 Longitude
-95:49:06.69 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30464 Vault Link
http://plansrv1/bridgemaintvault/b30464 GIS FO/SD
Meets Standards H Inv. Method
35.9 Latitude DD
35.60955278 Longitude DD
-95.818525 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29948 x
-10666469.4115625 y
4247028.58454309 |
|||||||||||||||||||||||||||||||||||||
| 30463 | 5102 1102 X | 30463 | — | U.S. 62 | CANE CREEK | 60-60-60 TYPE III PCB; 40 FT CLR RWY | 2022 | 35.720278 | -95.642228 | 195 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | 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 | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29947 BRKEY
30463 NBI No.
30463 On Under
1 Structure No.
5102 1102 X Control No.
002 Lane Ind.
Milepoint
11020 Facility Carried
U.S. 62 Feature Intersected
CANE CREEK Division
01 County
101 Location
11 NE C/L Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00062 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
2022 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
195 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
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
66 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
41.5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30463 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
99 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
60-60-60 TYPE III PCB; 40 FT CLR RWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:43:13 Longitude
-95:38:32.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30463 Vault Link
http://plansrv1/bridgemaintvault/b30463 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.720278 Longitude DD
-95.642228 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29947 x
-10646844.1192942 y
4262200.00441527 |
|||||||||||||||||||||||||||||||||||||
| 30462 | 5102 1074 X | 30462 | — | U.S. 62 | CANE CREEK TRIB. | 80ft. TYPE III PC BM | 2022 | 35.716258 | -95.642217 | 80 | 42 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | 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 | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29946 BRKEY
30462 NBI No.
30462 On Under
1 Structure No.
5102 1074 X Control No.
002 Lane Ind.
Milepoint
10740 Facility Carried
U.S. 62 Feature Intersected
CANE CREEK TRIB. Division
01 County
101 Location
10.7 E-N C/L Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00062 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
2022 ADT Total
2200 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
80 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
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
68 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
41.5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30462 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. TYPE III PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:42:58.53 Longitude
-95:38:31.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30462 Vault Link
http://plansrv1/bridgemaintvault/b30462 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.716258 Longitude DD
-95.642217 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29946 x
-10646842.8947798 y
4261648.82105644 |
|||||||||||||||||||||||||||||||||||||
| 30461 | 5802 0432 X | 30461 | — | U.S. 59 | LITTLE HORSE CREEK | -1 | 45ft. TYPE III-80ft. TYPE IV-45ft. TYPE III PCB SPANS | 2016 | 36.68503889 | -94.91334167 | 170.499 | 47.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Good (7) | Excellent (9) | 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
29945 BRKEY
30461 NBI No.
30461 On Under
1 Structure No.
5802 0432 X Control No.
002 Lane Ind.
Milepoint
04320 Facility Carried
U.S. 59 Feature Intersected
LITTLE HORSE CREEK Division
08 County
115 Location
4.5 NW DELAWARE C/L Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2016 ADT Total
4000 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
170.499 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
80.6 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
10.999973 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
30461 ODOT County
58 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
45ft. TYPE III-80ft. TYPE IV-45ft. TYPE III PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9357 Latitude
36:41:06.14 Longitude
-94:54:48.03 I257A
1 I257B
1 I257C
1 I257D
0 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30461 Vault Link
http://plansrv1/bridgemaintvault/b30461 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
36.68503889 Longitude DD
-94.91334167 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29945 x
-10565704.8641924 y
4395295.72812794 |
|||||||||||||||||||||||||||||||||||||
| 30369 | 6806 1386 X | 30369 | — | U.S. 64 | UNNAMED CREEK | -1 | 2-10ft.X7ft.X86ft. RCB | 2016 | 35.46362222 | -94.85546667 | 20 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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 | 07 - Major Collector (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29943 BRKEY
30369 NBI No.
30369 On Under
1 Structure No.
6806 1386 X Control No.
006 Lane Ind.
Milepoint
13860 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
01 County
135 Location
13.86 E JCT S.H. 10 Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2016 ADT Total
4000 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
3 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
20 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
100 HS Inv. Rating Method
3 HS Inv. Method
76.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
10.4 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30369 ODOT County
68 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
2-10ft.X7ft.X86ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:27:49.04 Longitude
-94:51:19.68 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-1386 NBI Text
30369 Vault Link
http://plansrv1/bridgemaintvault/b30369 GIS FO/SD
Meets Standards H Inv. Method
76.4 Latitude DD
35.46362222 Longitude DD
-94.85546667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29943 x
-10559262.2486627 y
4227065.40952731 |
|||||||||||||||||||||||||||||||||||||
| 30368 | 6806 1357 X | 30368 | — | U.S. 64 | BIG SALLISAW CR. O'FLOW | -1 | 2-10ft.X10ft.X104ft. RCB | 2016 | 35.46345 | -94.86003889 | 21 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29942 BRKEY
30368 NBI No.
30368 On Under
1 Structure No.
6806 1357 X Control No.
006 Lane Ind.
Milepoint
13570 Facility Carried
U.S. 64 Feature Intersected
BIG SALLISAW CR. O'FLOW Division
01 County
135 Location
13.57 E JCT. S.H. 10 Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2016 ADT Total
4000 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
8 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
21 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
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
94.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
10.4 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30368 ODOT County
68 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
2-10ft.X10ft.X104ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.1442 Latitude
35:27:48.42 Longitude
-94:51:36.14 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-1357 NBI Text
30368 Vault Link
http://plansrv1/bridgemaintvault/b30368 GIS FO/SD
Meets Standards H Inv. Method
94.2 Latitude DD
35.46345 Longitude DD
-94.86003889 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29942 x
-10559771.2258649 y
4227041.87140868 |
|||||||||||||||||||||||||||||||||||||
| 30367 | 6806 1346 X | 30367 | — | U.S. 64 | BIG SALLISAW CREEK | -1 | 3-100ft. TYPE IV PCB SPAN | 2016 | 35.46353056 | -94.861475 | 300.5 | 47 | — | 3 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 07 - Major Collector (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29941 BRKEY
30367 NBI No.
30367 On Under
1 Structure No.
6806 1346 X Control No.
006 Lane Ind.
Milepoint
13460 Facility Carried
U.S. 64 Feature Intersected
BIG SALLISAW CREEK Division
01 County
135 Location
16.3 E MUSKOGEE CO. Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2016 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300.5 Deck Width
47 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
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
78.8 HS Inv. Rating Method
3 HS Inv. Method
47.3 H Operating Rating
8 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
11 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30367 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. TYPE IV PCB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8369 Latitude
35:27:48.71 Longitude
-94:51:41.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-1346 NBI Text
30367 Vault Link
http://plansrv1/bridgemaintvault/b30367 GIS FO/SD
Meets Standards H Inv. Method
47.2 Latitude DD
35.46353056 Longitude DD
-94.861475 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29941 x
-10559931.0928988 y
4227052.88191707 |
|||||||||||||||||||||||||||||||||||||
| 30366 | 3028 1249 X | 30366 | — | S.H. 34 | BUFFALO CREEK | -1 | 3-130ft. TYPE J PC BEAM X 40ft. CLR RDWY W/TR-4 TRAFFIC RAILS | 2016 | 36.77005278 | -99.36696389 | 390 | 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) | 95.3 | Good (7) | 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) | B | 370 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29940 BRKEY
30366 NBI No.
30366 On Under
1 Structure No.
3028 1249 X Control No.
028 Lane Ind.
Milepoint
12490 Facility Carried
S.H. 34 Feature Intersected
BUFFALO CREEK Division
06 County
059 Location
12.8 N WOODWARD C/L Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
2016 ADT Total
370 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
390 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
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 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
76 HS Inv. Rating Method
3 HS Inv. Method
31 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
592 Future ADT Year
2042 Bypass Detour
51.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30366 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-130ft. TYPE J PC BEAM X 40ft. CLR RDWY W/TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9001 Latitude
36:46:12.19 Longitude
-99:22:01.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 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
30366 Vault Link
http://plansrv1/bridgemaintvault/b30366 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.77005278 Longitude DD
-99.36696389 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29940 x
-11061479.8219084 y
4407103.39339115 |
|||||||||||||||||||||||||||||||||||||
| 30365 | 7602 1214 X | 30365 | — | U.S. 64 | HOUSTON CREEK | -1 | 3-45ft. TYPE II PC BEAMS X 40ft. CLR RDWY W/TR-4 TRAFFIC RAILS | 2016 | 36.812181 | -99.118472 | 135 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.5 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29939 BRKEY
30365 NBI No.
30365 On Under
1 Structure No.
7602 1214 X Control No.
002 Lane Ind.
Milepoint
12140 Facility Carried
U.S. 64 Feature Intersected
HOUSTON CREEK Division
06 County
151 Location
.1 W JCT S.H. 50 Sufficiency
96.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2016 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.3 HS Inv. Rating Method
3 HS Inv. Method
39.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
48 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
30365 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. TYPE II PC BEAMS X 40ft. CLR RDWY W/TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9807 Latitude
36:48:43.85 Longitude
-99:07:06.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30365 Vault Link
http://plansrv1/bridgemaintvault/b30365 GIS FO/SD
Meets Standards H Inv. Method
39.5 Latitude DD
36.812181 Longitude DD
-99.118472 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29939 x
-11033817.8312473 y
4412959.47519432 |
|||||||||||||||||||||||||||||||||||||
| 30364 | 7604 0535 X | 30364 | — | U.S. 64 | RED HORSE CREEK | -1 | 3-100ft. TYPE IV PC BEAMS X 40ft. CLR RDWY | 2014 | 36.809533 | -99.020853 | 300 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | 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) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29938 BRKEY
30364 NBI No.
30364 On Under
1 Structure No.
7604 0535 X Control No.
004 Lane Ind.
Milepoint
05350 Facility Carried
U.S. 64 Feature Intersected
RED HORSE CREEK Division
06 County
151 Location
5.3 E JCT S.H. 50 Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
1400 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
300 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
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
62.7 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
72.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30364 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. TYPE IV PC BEAMS X 40ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:48:34.32 Longitude
-99:01:15.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30364 Vault Link
http://plansrv1/bridgemaintvault/b30364 GIS FO/SD
Meets Standards H Inv. Method
43.9 Latitude DD
36.809533 Longitude DD
-99.020853 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29938 x
-11022950.9338756 y
4412591.29203096 |
|||||||||||||||||||||||||||||||||||||
| 29430 | 4946 1334 X | 29430 | — | U.S. 412 ALT. | UNNAMED CREEK | -1 | 1-28ft. X8ft. X86ft. PREFAB ARCH WITH 32ft. CL. RDWY. | 2011 | 36.219503 | -95.056992 | 30 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29937 BRKEY
29430 NBI No.
29430 On Under
1 Structure No.
4946 1334 X Control No.
046 Lane Ind.
Milepoint
13340 Facility Carried
U.S. 412 ALT. Feature Intersected
UNNAMED CREEK Division
08 County
097 Location
13.34E OF U.S. 412 Sufficiency
96.3 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
07 - Major Collector (Rural) Year Built
2011 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30 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
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N 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 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
25.999934 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29430 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
1-28ft. X8ft. X86ft. PREFAB ARCH WITH 32ft. CL. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:13:10.21 Longitude
-95:03:25.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29430 Vault Link
http://plansrv1/bridgemaintvault/b29430 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.219503 Longitude DD
-95.056992 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29937 x
-10581695.9457803 y
4330866.8328493 |
|||||||||||||||||||||||||||||||||||||
| 29334 | 0706 0150 X | 29334 | — | CALE SWITCH RD | U.S. 70 BYPASS UNDER | -1 | 53ft. - (2) 119ft. - 58ft. PLATE GIRDER SK 40°36ft. | 2010 | 33.97611111 | -96.424975 | 347.799 | 34.199 | — | 4 | 40 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29930 BRKEY
29334 NBI No.
29334 On Under
1 Structure No.
0706 0150 X Control No.
Lane Ind.
Milepoint
Facility Carried
CALE SWITCH RD Feature Intersected
U.S. 70 BYPASS UNDER Division
02 County
013 Location
1.50 S JCT US-70 Sufficiency
99.7 Kind Hwy
4 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 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
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
40 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
22.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
347.799 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.9 HS Inv. Rating Method
3 HS Inv. Method
45.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
4 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
2200 Min Measured Clearance
1902 NBI Rating
29334 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
53ft. - (2) 119ft. - 58ft. PLATE GIRDER SK 40°36ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:58:34 Longitude
-96:25:29.91 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
CALE SWITCH RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035D NBI Text
29334 Vault Link
http://plansrv1/bridgemaintvault/b29334 GIS FO/SD
Meets Standards H Inv. Method
45.4 Latitude DD
33.97611111 Longitude DD
-96.424975 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
29930 x
-10733979.1167541 y
4025594.78273681 |
|||||||||||||||||||||||||||||||||||||
| 29333 | 0706 0100 X | 29333 | — | SUNNYSIDE DR | U.S. 70 BYPASS UNDER | -1 | 31ft. - (2) 90ft. - 54ft. PC BEAM | 2010 | 33.98308889 | -96.42810556 | 264.8 | 34.199 | — | 4 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29929 BRKEY
29333 NBI No.
29333 On Under
1 Structure No.
0706 0100 X Control No.
Lane Ind.
Milepoint
Facility Carried
SUNNYSIDE DR Feature Intersected
U.S. 70 BYPASS UNDER Division
02 County
013 Location
1.00 S JCT US-70 Sufficiency
99.6 Kind Hwy
4 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2010 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
21.001 Underclearance Left
25 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
264.8 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2011 Min Measured Clearance
1706 NBI Rating
29333 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
31ft. - (2) 90ft. - 54ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8582 Latitude
33:58:59.12 Longitude
-96:25:41.18 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
SUNNYSIDE DR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035C NBI Text
29333 Vault Link
http://plansrv1/bridgemaintvault/b29333 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
33.98308889 Longitude DD
-96.42810556 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29929 x
-10734327.6090992 y
4026531.50320903 |
|||||||||||||||||||||||||||||||||||||
| 29332 | 0706 0050WX | 29332 | — | U.S. 70 BYPASS SB | MINERAL BAYOU CREEK | -1 | 50ft. - (2) 100ft. - 50ft. PC BEAM | 2010 | 33.99027778 | -96.42777778 | 303.799 | 41.001 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29928 BRKEY
29332 NBI No.
29332 On Under
1 Structure No.
0706 0050WX Control No.
006 Lane Ind.
W Milepoint
00500 Facility Carried
U.S. 70 BYPASS SB Feature Intersected
MINERAL BAYOU CREEK Division
02 County
013 Location
0.5 S JCT US-70 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
8150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
37.999 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
303.799 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
65 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29332 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
50ft. - (2) 100ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9866 Latitude
33:59:25 Longitude
-96:25:40 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035B NBI Text
29332 Vault Link
http://plansrv1/bridgemaintvault/b29332 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
33.99027778 Longitude DD
-96.42777778 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29928 x
-10734291.1207965 y
4027496.64421879 |
|||||||||||||||||||||||||||||||||||||
| 29331 | 0706 0050EX | 29331 | — | U.S. 70 BYPASS NB | MINERAL BAYOU CREEK | -1 | 50ft. - (2) 100ft. - 50ft. PC BEAM | 2010 | 33.990278 | -96.4275 | 299.8 | 41.001 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29927 BRKEY
29331 NBI No.
29331 On Under
1 Structure No.
0706 0050EX Control No.
006 Lane Ind.
E Milepoint
00500 Facility Carried
U.S. 70 BYPASS NB Feature Intersected
MINERAL BAYOU CREEK Division
02 County
013 Location
0.5 S JCT US-70 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2010 ADT Total
8150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
37.999 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
299.8 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
65 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29331 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
50ft. - (2) 100ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:59:25 Longitude
-96:25:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035A NBI Text
29331 Vault Link
http://plansrv1/bridgemaintvault/b29331 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
33.990278 Longitude DD
-96.4275 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29927 x
-10734260.1984684 y
4027496.67375603 |
|||||||||||||||||||||||||||||||||||||
| 29223 | 3204 2040 X | 29223 | — | U.S. 75 | CREEK | -1 | SINGLE 20ft. X 10ft. X 84.33ft. CLR. RDWY. R.C.B. | 2012 | 35.25388889 | -96.22361111 | 20 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29873 BRKEY
29223 NBI No.
29223 On Under
1 Structure No.
3204 2040 X Control No.
004 Lane Ind.
Milepoint
20400 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
063 Location
2M NE OF JCT S.H. 9 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
2012 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.869 HS Inv. Rating Method
3 HS Inv. Method
99.759 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
23 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
29223 ODOT County
32 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
SINGLE 20ft. X 10ft. X 84.33ft. CLR. RDWY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:15:14 Longitude
-96:13:25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29223 Vault Link
http://plansrv1/bridgemaintvault/b29223 GIS FO/SD
Meets Standards H Inv. Method
99.649 Latitude DD
35.25388889 Longitude DD
-96.22361111 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29873 x
-10711563.3910552 y
4198437.3808355 |
|||||||||||||||||||||||||||||||||||||
| 29222 | 3204 1970 X | 29222 | — | U.S. 75 | CREEK | -1 | 2- 12ft. X 12ft. X 173ft. CLEAR RDWY. R.C.B. | 2012 | 35.24777778 | -96.2325 | 25 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29872 BRKEY
29222 NBI No.
29222 On Under
1 Structure No.
3204 1970 X Control No.
004 Lane Ind.
Milepoint
19700 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
063 Location
1.5 NE OF JCT S.H. 9 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
2012 ADT Total
1200 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
16 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
23 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
29222 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 12ft. X 12ft. X 173ft. CLEAR RDWY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:14:52 Longitude
-96:13:57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29222 Vault Link
http://plansrv1/bridgemaintvault/b29222 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.24777778 Longitude DD
-96.2325 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29872 x
-10712552.8977637 y
4197604.34381635 |
|||||||||||||||||||||||||||||||||||||
| 29510 | 0202 0563 X | 29510 | — | U.S. 64 | UNNAMED CREEK | -1 | 50ft. SINGLE SPAN PC BEAMS | 2011 | 36.79694444 | -98.43916667 | 50 | 42.1 | — | 1 | 0 | 2 | 39.902 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29868 BRKEY
29510 NBI No.
29510 On Under
1 Structure No.
0202 0563 X Control No.
002 Lane Ind.
Milepoint
05630 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
06 County
003 Location
4.4W OF JCT S.H. 8 Sufficiency
98.3 Kind Hwy
2 Level Service
1 Route No.
00064 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
06 - Minor Arterial (Rural) Year Built
2011 ADT Total
2500 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
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
50 Deck Width
42.1 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
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.9 HS Inv. Rating Method
3 HS Inv. Method
32.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29510 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
50ft. SINGLE SPAN PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8869 Latitude
36:47:49 Longitude
-98:26:21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29510 Vault Link
http://plansrv1/bridgemaintvault/b29510 GIS FO/SD
Meets Standards H Inv. Method
32.3 Latitude DD
36.79694444 Longitude DD
-98.43916667 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29868 x
-10958197.9078186 y
4410841.12785644 |
|||||||||||||||||||||||||||||||||||||
| 29509 | 4440 0420 X | 29509 | — | S.H. 74B | CREEK | -1 | 4-CMPS / 35ft. LONG. 5ft. PIPES. 27ft. TOTAL LENGTH | 2009 | 35.10233611 | -97.57787778 | 27.001 | 20 | — | 4 | 0 | 2 | 20 | 3 - Steel | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29867 BRKEY
29509 NBI No.
29509 On Under
1 Structure No.
4440 0420 X Control No.
040 Lane Ind.
Milepoint
04200 Facility Carried
S.H. 74B Feature Intersected
CREEK Division
03 County
087 Location
4.2E OF S.H. 76 Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
0076B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
960 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
19 Length
27.001 Deck Width
20 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
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29509 ODOT County
44 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-CMPS / 35ft. LONG. 5ft. PIPES. 27ft. TOTAL LENGTH Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:06:08.41 Longitude
-97:34:40.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76B Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29509 Vault Link
http://plansrv1/bridgemaintvault/b29509 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.10233611 Longitude DD
-97.57787778 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29867 x
-10862319.6671579 y
4177796.92368768 |
|||||||||||||||||||||||||||||||||||||
| 29412 | 4120 0053 X | 29412 | — | U.S. 177 | DEEP FORK RIVER | -1 | 3-100ft. P.C. BM. SPANS W/ 40.0ft. CLR. RDWY. , TR-4 TRAFFIC RAIL & SKEWED 35 DEG L.F. | 2013 | 35.68861111 | -97.01719167 | 300 | 42.001 | — | 3 | 35 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29865 BRKEY
29412 NBI No.
29412 On Under
1 Structure No.
4120 0053 X Control No.
020 Lane Ind.
Milepoint
00530 Facility Carried
U.S. 177 Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
0.6 MI. N OF S.H. 66 Sufficiency
94.9 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
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
90 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
27.999999 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
29412 ODOT County
41 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. P.C. BM. SPANS W/ 40.0ft. CLR. RDWY. , TR-4 TRAFFIC RAIL & SKEWED 35 DEG L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:41:19 Longitude
-97:01:01.89 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
29412 Vault Link
http://plansrv1/bridgemaintvault/b29412 GIS FO/SD
Meets Standards H Inv. Method
45 Latitude DD
35.68861111 Longitude DD
-97.01719167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29865 x
-10799904.3748978 y
4257858.90086918 |
|||||||||||||||||||||||||||||||||||||
| 29409 | 4120 0024 X | 29409 | — | U.S. 177 | SPRING CREEK | -1 | 3-65ft. P.C. BM. SPANS W/ 40.ft. CLR. RDWY & TR-4 TRAFFIC RAIL | 2013 | 35.68444444 | -97.01722222 | 195.499 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Very good (8) | Satisfactory (6) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29862 BRKEY
29409 NBI No.
29409 On Under
1 Structure No.
4120 0024 X Control No.
020 Lane Ind.
Milepoint
00240 Facility Carried
U.S. 177 Feature Intersected
SPRING CREEK Division
03 County
081 Location
0.2 MI. N.OF S.H. 66 Sufficiency
95.5 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
2013 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
195.499 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
27.999999 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
29409 ODOT County
41 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
3-65ft. P.C. BM. SPANS W/ 40.ft. CLR. RDWY & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8701 Latitude
35:41:04 Longitude
-97:01:02 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
29409 Vault Link
http://plansrv1/bridgemaintvault/b29409 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.68444444 Longitude DD
-97.01722222 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29862 x
-10799907.7757083 y
4257287.83493325 |
|||||||||||||||||||||||||||||||||||||
| 29220 | 1406 0657 X | 29220 | — | U.S. 77 SB | I-35 N.B. UNDER | -1 | 45.83ft. - 112.5ft. - 45.88ft. P.C. BM SPANS W/ 38ft. CLR RDWY 42in. F-SHAPED PARAPETS & SKEWED 25 DEG. RIGHT FORWARD | 2009 | 35.279508 | -97.484267 | 203.999 | 37.999 | — | 3 | 25 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29852 BRKEY
29220 NBI No.
29220 On Under
1 Structure No.
1406 0657 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 SB Feature Intersected
I-35 N.B. UNDER Division
03 County
027 Location
U.S.77 SB AND I-35 UNDER Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2009 ADT Total
19700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
25 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 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
203.999 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
86 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
31520 Future ADT Year
2042 Bypass Detour
8.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29220 ODOT County
14 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
45.83ft. - 112.5ft. - 45.88ft. P.C. BM SPANS W/ 38ft. CLR RDWY 42in. F-SHAPED PARAPETS & SKEWED 25 DEG. RIGHT FORWARD Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.0069 Latitude
35:16:46.23 Longitude
-97:29:03.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 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
29220 Vault Link
http://plansrv1/bridgemaintvault/b29220 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
35.279508 Longitude DD
-97.484267 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29852 x
-10851898.9627955 y
4201930.33801199 |
|||||||||||||||||||||||||||||||||||||
| 29219 | 3532 0901 X | 29219 | — | S.H. 99 | LITTLE BLUE CREEK | -1 | 3-20ft. X 11ft. X 93ft. R.C. BOX W/40ft. CLR. RDWY. | 2011 | 34.48714167 | -96.62667778 | 91.001 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29851 BRKEY
29219 NBI No.
29219 On Under
1 Structure No.
3532 0901 X Control No.
032 Lane Ind.
Milepoint
09010 Facility Carried
S.H. 99 Feature Intersected
LITTLE BLUE CREEK Division
03 County
069 Location
8.9N OF JCT. S.H. 7 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2011 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
91.001 Deck Width
40 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29219 ODOT County
35 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
3-20ft. X 11ft. X 93ft. R.C. BOX W/40ft. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:29:13.71 Longitude
-96:37:36.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29219 Vault Link
http://plansrv1/bridgemaintvault/b29219 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.48714167 Longitude DD
-96.62667778 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29851 x
-10756432.5675153 y
4094402.32536266 |
|||||||||||||||||||||||||||||||||||||
| 29218 | 1406 0350 X | 29218 | — | ROCK CREEK RD. | I-35 UNDER | -1 | 100-70-100-100-60 PCB 52ft. RDY | 2011 | 35.24778333 | -97.48465833 | 431.801 | 73.999 | — | 5 | 0 | 4 | 51.801 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29850 BRKEY
29218 NBI No.
29218 On Under
1 Structure No.
1406 0350 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROCK CREEK RD. Feature Intersected
I-35 UNDER Division
03 County
027 Location
3.5N OF JCT I-35 & S.H. 9 Sufficiency
90.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
51.801 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2011 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
51.801 Ref. Underclearance Rt.
H Underclearance Right
11.079 Underclearance Left
10.098 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
51.801 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
431.801 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1900 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29218 ODOT County
14 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
11.001 Rt. Curb SW
11.001 Description
100-70-100-100-60 PCB 52ft. RDY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
92.5022 Latitude
35:14:52.02 Longitude
-97:29:04.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
E0122 ROCK CREEK ROAD 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
29218 Vault Link
http://plansrv1/bridgemaintvault/b29218 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.24778333 Longitude DD
-97.48465833 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
29850 x
-10851942.5254519 y
4197605.10033708 |
|||||||||||||||||||||||||||||||||||||
| 29406 | 0208 0156 X | 29406 | — | S.H. 8 | CREEK | -1 | 3-18 X 10 X 185 RCB WITH 5' DROP INLET | 2009 | 36.48583333 | -98.42638889 | 75.699 | 185 | — | 3 | 45 | 2 | 183 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29841 BRKEY
29406 NBI No.
29406 On Under
1 Structure No.
0208 0156 X Control No.
008 Lane Ind.
Milepoint
01560 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
3.4S OF S.H. 45 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
100 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2009 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
183 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
75.699 Deck Width
185 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
95.1 HS Inv. Rating Method
3 HS Inv. Method
73.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
31.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29406 ODOT County
02 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
3-18 X 10 X 185 RCB WITH 5' DROP INLET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9846 Latitude
36:29:09 Longitude
-98:25:35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29406 Vault Link
http://plansrv1/bridgemaintvault/b29406 GIS FO/SD
Meets Standards H Inv. Method
41.6 Latitude DD
36.48583333 Longitude DD
-98.42638889 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29841 x
-10956775.4918555 y
4367678.86506854 |
|||||||||||||||||||||||||||||||||||||
| 29405 | 2530R0169 X | 29405 | — | S.H. 74 | CREEK | 2-8ft.X8ft.X60ft. RCB SK 60 RF | 1901 | 34.836667 | -97.425 | 20 | 27.999 | — | 2 | 60 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 53 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2007 | 5 | Unmatched | |
|
Raw data
OBJECTID
29840 BRKEY
29405 NBI No.
29405 On Under
1 Structure No.
2530R0169 X Control No.
030 Lane Ind.
Milepoint
01690 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
049 Location
1.6N JCT S.H. 19 Sufficiency
53 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
2700 ADT Year
2007 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
27.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
4 Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.013 HS Inv. Rating Method
1 HS Inv. Method
39.683 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2027 Bypass Detour
29.379927 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29405 ODOT County
25 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
2-8ft.X8ft.X60ft. RCB SK 60 RF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
99.175 Latitude
34:50:12 Longitude
-97:25:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 74 Scour
2 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29405 Vault Link
http://plansrv1/bridgemaintvault/b29405 GIS FO/SD
SD H Inv. Method
22.046 Latitude DD
34.836667 Longitude DD
-97.425 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29840 x
-10845301.3905347 y
4141706.93516418 |
|||||||||||||||||||||||||||||||||||||
| 29404 | 1910 0222 X | 29404 | — | S.H. 16 | ROCK CREEK | -1 | RCB SINGLE CELL 20ft. X 11ft.X144ft. CLR RDY4ft. CURTAIN WALLS | 2012 | 35.82777778 | -96.3475 | 22.001 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29839 BRKEY
29404 NBI No.
29404 On Under
1 Structure No.
1910 0222 X Control No.
010 Lane Ind.
Milepoint
02220 Facility Carried
S.H. 16 Feature Intersected
ROCK CREEK Division
08 County
037 Location
2.2E OF JCT S.H. 48 Sufficiency
93.5 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
2012 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
20.999947 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
29404 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
RCB SINGLE CELL 20ft. X 11ft.X144ft. CLR RDY4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0833 Latitude
35:49:40 Longitude
-96:20:51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29404 Vault Link
http://plansrv1/bridgemaintvault/b29404 GIS FO/SD
Meets Standards H Inv. Method
99.6 Latitude DD
35.82777778 Longitude DD
-96.3475 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29839 x
-10725354.6392049 y
4276949.66315736 |
|||||||||||||||||||||||||||||||||||||
| 29401 | 0724 0351 X | 29401 | — | S.H. 78 | UNNAMED CREEK | -1 | 2-12ft. X 11ft. X 172ft. LONG | 2015 | 34.046944 | -96.373889 | 27.001 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29836 BRKEY
29401 NBI No.
29401 On Under
1 Structure No.
0724 0351 X Control No.
024 Lane Ind.
Milepoint
03510 Facility Carried
S.H. 78 Feature Intersected
UNNAMED CREEK Division
02 County
013 Location
1.3N OF JCT U.S. 69 Sufficiency
77.3 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85 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
4000 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
5 Fill RCB
12 Appr. Roadway Width
85 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
21.099999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
n Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29401 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
2-12ft. X 11ft. X 172ft. LONG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:02:49 Longitude
-96:22:26 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
83 NBI Text
29401 Vault Link
http://plansrv1/bridgemaintvault/b29401 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
34.046944 Longitude DD
-96.373889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29836 x
-10728292.2492475 y
4035107.20151231 |
|||||||||||||||||||||||||||||||||||||
| 29496 | 1724 0948 X | 29496 | — | S.H. 53 | PLUM CREEK | -1 | 1-100ft. P.C. BEAM ; 40ft. CLR RDY | 2012 | 34.3625 | -98.14722222 | 100 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29818 BRKEY
29496 NBI No.
29496 On Under
1 Structure No.
1724 0948 X Control No.
024 Lane Ind.
Milepoint
09480 Facility Carried
S.H. 53 Feature Intersected
PLUM CREEK Division
07 County
033 Location
9.3E JCT S.H. 5 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00053 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
2012 ADT Total
1200 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
42.201 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
6 Sub Rating
8 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
1920 Future ADT Year
2042 Bypass Detour
16.8 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
29496 ODOT County
17 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. P.C. BEAM ; 40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.8917 Latitude
34:21:45 Longitude
-98:08:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69A NBI Text
29496 Vault Link
http://plansrv1/bridgemaintvault/b29496 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.3625 Longitude DD
-98.14722222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29818 x
-10925698.8003047 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 29398 | 5802 0678 X | 29398 | — | U.S. 59 | BNSF R.R. UNDER | -1 | 98ft.X141ft.X98ft. PLATE GIRDER 64ft. CLR RDY.W/TR-4 RAIL | 2012 | 36.71111111 | -94.92833333 | 338.999 | 66.001 | — | 3 | 48 | 4 | 63.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29815 BRKEY
29398 NBI No.
29398 On Under
1 Structure No.
5802 0678 X Control No.
002 Lane Ind.
Milepoint
06780 Facility Carried
U.S. 59 Feature Intersected
BNSF R.R. UNDER Division
08 County
115 Location
7MI.NW OF DELAWARE C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
63.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2012 ADT Total
7900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
48 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
R Underclearance Right
50 Underclearance Left
50 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
3 - Steel Design
02 Length
338.999 Deck Width
66.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 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
57 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29398 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
98ft.X141ft.X98ft. PLATE GIRDER 64ft. CLR RDY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
94.8647 Latitude
36:42:40 Longitude
-94:55:42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 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
29398 Vault Link
http://plansrv1/bridgemaintvault/b29398 GIS FO/SD
Meets Standards H Inv. Method
43.9 Latitude DD
36.71111111 Longitude DD
-94.92833333 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29815 x
-10567373.7281497 y
4398915.53579898 |
|||||||||||||||||||||||||||||||||||||
| 29397 | 0628 0180 X | 29397 | — | S.H. 58A | CANTON LAKE SPILLWAY | -1 | (89ft.-(4 x 90ft.)-89ft.) PC-BM W/32ft.-3ft.ft. CLR RDY | 2012 | 36.07861111 | -98.60472222 | 540 | 34.4 | — | 6 | 0 | 2 | 32.201 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.9 | Serious (3) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 70 - Corps of Engineers (Civil) | 1 - On Highway | 07 - Major Collector (Rural) | M | 640 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29814 BRKEY
29397 NBI No.
29397 On Under
1 Structure No.
0628 0180 X Control No.
028 Lane Ind.
Milepoint
01800 Facility Carried
S.H. 58A Feature Intersected
CANTON LAKE SPILLWAY Division
05 County
011 Location
2.4N OF CANTON Sufficiency
39.9 Kind Hwy
3 Level Service
1 Route No.
0058A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
M Owner
70 - Corps of Engineers (Civil) Custodian
70 - Corps of Engineers (Civil) Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
640 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
32.201 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
540 Deck Width
34.4 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
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
3 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
5 HS Operating Rating
0 HS Inv. Rating Method
5 HS Inv. Method
0 H Operating Rating
5 H Inv. Rating Method
5 Future ADT
1024 Future ADT Year
2042 Bypass Detour
7 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29397 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(89ft.-(4 x 90ft.)-89ft.) PC-BM W/32ft.-3ft.ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
36:04:43 Longitude
-98:36:17 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29397 Vault Link
http://plansrv1/bridgemaintvault/b29397 GIS FO/SD
FO H Inv. Method
-1 Latitude DD
36.07861111 Longitude DD
-98.60472222 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29814 x
-10976627.4673426 y
4311443.53778736 |
|||||||||||||||||||||||||||||||||||||
| 29495 | 1724 0938 X | 29495 | — | S.H. 53 | LITTLE BEAVER CREEK | -1 | 4-100ft. P.C. BEAM SK 30 DEG ; 40ft. CLR RDY. | 2012 | 34.3625 | -98.14944444 | 400 | 42.402 | — | 4 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29799 BRKEY
29495 NBI No.
29495 On Under
1 Structure No.
1724 0938 X Control No.
024 Lane Ind.
Milepoint
09380 Facility Carried
S.H. 53 Feature Intersected
LITTLE BEAVER CREEK Division
07 County
033 Location
9.3E JCT S.H. 5 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00053 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
2012 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 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.
2 Deck Rating
6 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
89 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
16.8 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
29495 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. P.C. BEAM SK 30 DEG ; 40ft. CLR RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5031 Latitude
34:21:45 Longitude
-98:08:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69 NBI Text
29495 Vault Link
http://plansrv1/bridgemaintvault/b29495 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
34.3625 Longitude DD
-98.14944444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29799 x
-10925946.1767035 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 29494 | 1724 0864 X | 29494 | — | S.H. 53 | BEAVER CREEK | -1 | 6-100ft. P.C. BEAM; 40ft. CLR RDY | 2012 | 34.36222222 | -98.1625 | 600 | 42.169 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29798 BRKEY
29494 NBI No.
29494 On Under
1 Structure No.
1724 0864 X Control No.
024 Lane Ind.
Milepoint
08640 Facility Carried
S.H. 53 Feature Intersected
BEAVER CREEK Division
07 County
033 Location
8.6E JCT S.H. 5 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00053 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
2012 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
600 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
6 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
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
16.8 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
29494 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-100ft. P.C. BEAM; 40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.667 Latitude
34:21:44 Longitude
-98:09:45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
66 NBI Text
29494 Vault Link
http://plansrv1/bridgemaintvault/b29494 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.36222222 Longitude DD
-98.1625 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29798 x
-10927399.5149947 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 29492 | 1404 0369 X | 29492 | — | U.S. 77 | CHOUTEAU CREEK | -1 | 50ft.-70ft.-50ft. TYPE III P.C. BM. SPANS W/ 64.0ft. CLR. RDWY. & TR-4 TRAFFIC RAILS | 2016 | 35.053519 | -97.335519 | 170.499 | 66.201 | — | 3 | 0 | 4 | 64 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | 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 | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29796 BRKEY
29492 NBI No.
29492 On Under
1 Structure No.
1404 0369 X Control No.
004 Lane Ind.
Milepoint
03690 Facility Carried
U.S. 77 Feature Intersected
CHOUTEAU CREEK Division
03 County
027 Location
2.7 MI. N. SH 39 Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
64 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
2016 ADT Total
5900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
64 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
64 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.499 Deck Width
66.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9440 Future ADT Year
2042 Bypass Detour
18.000001 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
29492 ODOT County
14 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.-70ft.-50ft. TYPE III P.C. BM. SPANS W/ 64.0ft. CLR. RDWY. & TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9496 Latitude
35:03:12.67 Longitude
-97:20:07.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29492 Vault Link
http://plansrv1/bridgemaintvault/b29492 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
35.053519 Longitude DD
-97.335519 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29796 x
-10835340.411179 y
4171156.54294913 |
|||||||||||||||||||||||||||||||||||||
| 29296 | 1036 0614EX | 29296 | — | I-35 NB | E1970 UNDER | -1 | 3 SPANS PC BEAM | 2010 | 34.15824444 | -97.16286389 | 113.189 | 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 | Good (7) | Satisfactory (6) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 16500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29784 BRKEY
29296 NBI No.
29296 On Under
1 Structure No.
1036 0614EX Control No.
036 Lane Ind.
E Milepoint
06140 Facility Carried
I-35 NB Feature Intersected
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
16500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
31 No. Main Spans
1 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
30.699 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
113.189 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
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N 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
26400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 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
29296 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 SPANS PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2877 Latitude
34:09:29.68 Longitude
-97:09:46.31 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
105 NBI Text
29296 Vault Link
http://plansrv1/bridgemaintvault/b29296 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.15824444 Longitude DD
-97.16286389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29784 x
-10816120.5322509 y
4050070.23181694 |
|||||||||||||||||||||||||||||||||||||
| 29199 | 4506 0789 X | 29199 | — | S.H. 3 | CYPRESS CREEK | -1 | (2) 60ft. - 45ft. PC BEAM | 2011 | 34.14944444 | -95.02305556 | 166.699 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29777 BRKEY
29199 NBI No.
29199 On Under
1 Structure No.
4506 0789 X Control No.
006 Lane Ind.
Milepoint
07890 Facility Carried
S.H. 3 Feature Intersected
CYPRESS CREEK Division
02 County
089 Location
7.89 E of Push CO Line Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.699 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
58.999998 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
29199 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(2) 60ft. - 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:08:58 Longitude
-95:01:23 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
32 NBI Text
29199 Vault Link
http://plansrv1/bridgemaintvault/b29199 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.14944444 Longitude DD
-95.02305556 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29777 x
-10577918.1585601 y
4048886.45860089 |
|||||||||||||||||||||||||||||||||||||
| 29198 | 6106 1310 X | 29198 | — | U.S. 270 | COAL CREEK | -1 | 3-100ft. TYPE IV PC BEAM SKEWED 30 DEG | 2012 | 34.95007778 | -95.87326389 | 300 | 42.5 | — | 3 | 30 | 2 | 40.2 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29776 BRKEY
29198 NBI No.
29198 On Under
1 Structure No.
6106 1310 X Control No.
006 Lane Ind.
Milepoint
13100 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
02 County
121 Location
12.9 e of Hughs co line Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.2 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
2012 ADT Total
4500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40.2 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
42.5 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.8 HS Inv. Rating Method
3 HS Inv. Method
42.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7200 Future ADT Year
2042 Bypass Detour
7 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29198 ODOT County
61 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
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. TYPE IV PC BEAM SKEWED 30 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7341 Latitude
34:57:00.28 Longitude
-95:52:23.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39 NBI Text
29198 Vault Link
http://plansrv1/bridgemaintvault/b29198 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
34.95007778 Longitude DD
-95.87326389 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29776 x
-10672562.9169239 y
4157098.98159202 |
|||||||||||||||||||||||||||||||||||||
| 29384 | 1404F0993 X | 29384 | — | U.S. 77 | BELL CREEK | TRIPLE 10ft. X 9ft. X 130ft. RCB SK 20 RF | 1901 | 35.125675 | -97.38683611 | 30 | -1 | — | 1 | 20 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29765 BRKEY
29384 NBI No.
29384 On Under
1 Structure No.
1404F0993 X Control No.
004 Lane Ind.
Milepoint
09930 Facility Carried
U.S. 77 Feature Intersected
BELL CREEK Division
03 County
027 Location
9.93N JCT S.H. 39 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00077 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
-1 ADT Year
2022 Design Load
Other or Unknown Skew
20 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29384 ODOT County
14 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
TRIPLE 10ft. X 9ft. X 130ft. RCB SK 20 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:07:32.43 Longitude
-97:23:12.61 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29384 Vault Link
http://plansrv1/bridgemaintvault/b29384 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.125675 Longitude DD
-97.38683611 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29765 x
-10841053.0057332 y
4180973.01704515 |
|||||||||||||||||||||||||||||||||||||
| 29383 | 1404F0834 X | 29383 | — | U.S. 77 | EAST BRANCH BOONE CREEK | SINGLE 20ft. X 9ft. X 127ft. RCB W/40ft. CL. RDY | 1901 | 35.11583333 | -97.37923056 | 20 | -1 | — | 1 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29764 BRKEY
29383 NBI No.
29383 On Under
1 Structure No.
1404F0834 X Control No.
004 Lane Ind.
Milepoint
08340 Facility Carried
U.S. 77 Feature Intersected
EAST BRANCH BOONE CREEK Division
03 County
027 Location
7.84N OF JCT S.H. 39 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00077 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
-1 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29383 ODOT County
14 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
SINGLE 20ft. X 9ft. X 127ft. RCB W/40ft. CL. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:06:57 Longitude
-97:22:45.23 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29383 Vault Link
http://plansrv1/bridgemaintvault/b29383 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.11583333 Longitude DD
-97.37923056 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29764 x
-10840206.35978 y
4179633.59380308 |
|||||||||||||||||||||||||||||||||||||
| 29290 | 7297 0024 X | 29290 | — | S.H. 151 | B.N. & S.F. R.R. UNDER | -1 | 170.94ft. PLATE GIRDER X 56ft. CLR RDY W/ TR-4 RAILS | 2009 | 36.13361389 | -96.26656944 | 170.942 | 57.999 | — | 1 | 50 | 3 | 56 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29760 BRKEY
29290 NBI No.
29290 On Under
1 Structure No.
7297 0024 X Control No.
097 Lane Ind.
Milepoint
00240 Facility Carried
S.H. 151 Feature Intersected
B.N. & S.F. R.R. UNDER Division
08 County
143 Location
.2N OF JCT S.H. 51 Sufficiency
95.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
56 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
6400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
50 No. Main Spans
1 Road Width
56 Ref. Underclearance Rt.
R Underclearance Right
21.25 Underclearance Left
24.751 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
3 - Steel Design
02 Length
170.942 Deck Width
57.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.7 HS Inv. Rating Method
3 HS Inv. Method
37.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10240 Future ADT Year
2042 Bypass Detour
9.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29290 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
170.94ft. PLATE GIRDER X 56ft. CLR RDY W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5932 Latitude
36:08:01.01 Longitude
-96:15:59.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29290 Vault Link
http://plansrv1/bridgemaintvault/b29290 GIS FO/SD
Meets Standards H Inv. Method
37.4 Latitude DD
36.13361389 Longitude DD
-96.26656944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29760 x
-10716345.4904761 y
4319022.04646571 |
|||||||||||||||||||||||||||||||||||||
| 29289 | 7285 0159 X | 29289 | — | S.H. 151 | S.H. 51 UNDER | -1 | 65ft.-105ft.-105ft.-75ft. SP. PLATE GIRDER X 44ft. CLR RD W/ TR-4 RAILS | 2009 | 36.13155278 | -96.26874722 | 352.001 | 46.001 | — | 4 | 44 | 2 | 43.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.3 | 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 | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29759 BRKEY
29289 NBI No.
29289 On Under
1 Structure No.
7285 0159 X Control No.
085 Lane Ind.
Milepoint
01590 Facility Carried
S.H. 151 Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
8W OF JCT S.H. 97 Sufficiency
91.3 Kind Hwy
3 Level Service
1 Route No.
00151 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
2009 ADT Total
10500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
44 No. Main Spans
4 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
352.001 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
43.9 HS Inv. Rating Method
3 HS Inv. Method
33.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16800 Future ADT Year
2042 Bypass Detour
9.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1810 Max Measured Clearance
1904 Min Measured Clearance
1902 NBI Rating
29289 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-105ft.-105ft.-75ft. SP. PLATE GIRDER X 44ft. CLR RD W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5007 Latitude
36:07:53.59 Longitude
-96:16:07.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 151 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
29289 Vault Link
http://plansrv1/bridgemaintvault/b29289 GIS FO/SD
Meets Standards H Inv. Method
33.7 Latitude DD
36.13155278 Longitude DD
-96.26874722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29759 x
-10716587.9198368 y
4318737.96253741 |
|||||||||||||||||||||||||||||||||||||
| 29197 | 1910 1371 X | 29197 | — | S.H. 16 | BROWNS CREEK | -1 | 40ft.-80ft.-40ft. PC BEAM SPAN 40ft. CL ROADWAY W/ TR4 RAILS | 2010 | 35.74068056 | -96.22151667 | 160 | 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) | 95.4 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29757 BRKEY
29197 NBI No.
29197 On Under
1 Structure No.
1910 1371 X Control No.
010 Lane Ind.
Milepoint
13710 Facility Carried
S.H. 16 Feature Intersected
BROWNS CREEK Division
08 County
037 Location
13.8 E JCT S.H. 48 Sufficiency
95.4 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
2010 ADT Total
1100 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
160 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
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
63 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
44.999999 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
29197 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
40ft.-80ft.-40ft. PC BEAM SPAN 40ft. CL ROADWAY W/ TR4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3885 Latitude
35:44:26.45 Longitude
-96:13:17.46 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
29197 Vault Link
http://plansrv1/bridgemaintvault/b29197 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.74068056 Longitude DD
-96.22151667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29757 x
-10711330.2390609 y
4264997.83415917 |
|||||||||||||||||||||||||||||||||||||
| 29382 | 1404F0850 X | 29382 | — | U.S. 77 | WEST BRANCH BOONE CREEK | SINGLE 20ft. X 8ft. X 133ft. RCB W/4ft. DROP | 1901 | 35.11795 | -97.38046111 | 20 | -1 | — | 1 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29745 BRKEY
29382 NBI No.
29382 On Under
1 Structure No.
1404F0850 X Control No.
004 Lane Ind.
Milepoint
08500 Facility Carried
U.S. 77 Feature Intersected
WEST BRANCH BOONE CREEK Division
03 County
027 Location
8N JCT S.H. 39_ Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00077 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
-1 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29382 ODOT County
14 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
SINGLE 20ft. X 8ft. X 133ft. RCB W/4ft. DROP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:07:04.62 Longitude
-97:22:49.66 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29382 Vault Link
http://plansrv1/bridgemaintvault/b29382 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.11795 Longitude DD
-97.38046111 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29745 x
-10840343.3439794 y
4179921.65289994 |
|||||||||||||||||||||||||||||||||||||
| 29378 | 1310 0000 X | 29378 | — | U.S. 287 | U.S. 56 UNDER | -1 | 43ft. -3in. TYPE III, 108ft. -8in. TYPE IV, 52-1 TYPE III, 44ft. CLR RDY, F SHAPE PARAPET | 2011 | 36.725556 | -102.483333 | 202.999 | 47.201 | — | 1 | 0 | 3 | 44.199 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29741 BRKEY
29378 NBI No.
29378 On Under
1 Structure No.
1310 0000 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 287 Feature Intersected
U.S. 56 UNDER Division
06 County
025 Location
JCT OF U.S. 56 & U.S. 287 Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
44.199 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
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
44.199 Ref. Underclearance Rt.
H Underclearance Right
17.7 Underclearance Left
18.7 Deck Structure Type
N No. Lanes
3 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.999 Deck Width
47.201 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
48 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 Future ADT Year
2042 Bypass Detour
1.999995 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
17.4 Max Measured Clearance
18.5 Min Measured Clearance
1704 NBI Rating
29378 ODOT County
13 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
43ft. -3in. TYPE III, 108ft. -8in. TYPE IV, 52-1 TYPE III, 44ft. CLR RDY, F SHAPE PARAPET Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.649 Latitude
36:43:32 Longitude
-102:29:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 287 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
29378 Vault Link
http://plansrv1/bridgemaintvault/b29378 GIS FO/SD
Meets Standards H Inv. Method
47 Latitude DD
36.725556 Longitude DD
-102.483333 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29741 x
-11408392.4443575 y
4400921.56019189 |
|||||||||||||||||||||||||||||||||||||
| 29377 | 1310 0017 X | 29377 | — | U.S. 287 | CIMARRON VALLEY RR UNDER | -1 | 46ft. - 9in., 72ft. - 2in., 46ft. - 9in. PCB TYPE III W/44ft. CLR RDY, F SHAPE PARAPET | 2011 | 36.728056 | -102.483889 | 166.001 | 59.501 | — | 3 | 15 | 3 | 56.401 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Not applicable (N) | Open, no restriction (A) | 99.6 | Good (7) | Satisfactory (6) | 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 | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29740 BRKEY
29377 NBI No.
29377 On Under
1 Structure No.
1310 0017 X Control No.
010 Lane Ind.
Milepoint
00170 Facility Carried
U.S. 287 Feature Intersected
CIMARRON VALLEY RR UNDER Division
06 County
025 Location
.17N OF U.S. 56 Sufficiency
99.6 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
56.401 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
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
3 Road Width
56.401 Ref. Underclearance Rt.
R Underclearance Right
21.201 Underclearance Left
20.801 Deck Structure Type
N No. Lanes
3 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.001 Deck Width
59.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84 HS Inv. Rating Method
3 HS Inv. Method
65 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
1.999995 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29377 ODOT County
13 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
46ft. - 9in., 72ft. - 2in., 46ft. - 9in. PCB TYPE III W/44ft. CLR RDY, F SHAPE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
91.2456 Latitude
36:43:41 Longitude
-102:29:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 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
29377 Vault Link
http://plansrv1/bridgemaintvault/b29377 GIS FO/SD
Meets Standards H Inv. Method
64 Latitude DD
36.728056 Longitude DD
-102.483889 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29740 x
-11408454.3379944 y
4401268.78431076 |