ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 18753 | 5920 0400 X | 18753 | Pawnee | S.H. 99 | CIMARRON TP UNDER | 5931 1400 X | 54ft.,2-48ft.,54ft. PRESTR | 1974 | 36.22125 | -96.57408056 | 205.052 | 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) | 86.5 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19309 BRKEY
18753 NBI No.
18753 On Under
1 Structure No.
5920 0400 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 99 Feature Intersected
CIMARRON TP UNDER Division
08 County
117 Location
4.0 MI N CREEK CO Sufficiency
86.5 Kind Hwy
3 Level Service
1 Route No.
00099 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
1974 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
H 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
205.052 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
74.2 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1508 Max Measured Clearance
1705 Min Measured Clearance
1604 NBI Rating
18753 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.,2-48ft.,54ft. PRESTR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931 1400 X H Index
95.6081 Latitude
36:13:16.5 Longitude
-96:34:26.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 99 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.38 NBI Text
18753 Vault Link
http://plansrv1/bridgemaintvault/b18753 GIS FO/SD
FO H Inv. Method
21 Latitude DD
36.22125 Longitude DD
-96.57408056 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19309 x
-10750577.4717678 y
4331107.89277794 |
|||||||||||||||||||||||||||||||||||||
| 18751 | 5310 0866 X | 18751 | Nowata | S.H. 10 | CEDAR CREEK | 5310 0866 X | 60ft.-80ft.-50ft. PRESTRES | 1974 | 36.85152222 | -95.55193056 | 192.913 | 35 | — | 3 | 30 | 2 | 32.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19307 BRKEY
18751 NBI No.
18751 On Under
1 Structure No.
5310 0866 X Control No.
010 Lane Ind.
Milepoint
08660 Facility Carried
S.H. 10 Feature Intersected
CEDAR CREEK Division
08 County
105 Location
8.8 MI W CRAIG COUNTY Sufficiency
89.5 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.999 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
1974 ADT Total
720 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.913 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2042 Bypass Detour
54.059293 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
18751 ODOT County
53 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
60ft.-80ft.-50ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5310 0866 X H Index
99.8623 Latitude
36:51:05.48 Longitude
-95:33:06.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18751 Vault Link
http://plansrv1/bridgemaintvault/b18751 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.85152222 Longitude DD
-95.55193056 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19307 x
-10636792.2542534 y
4418431.05738572 |
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| 18749 | 5114 0342 X | 18749 | Muskogee | U.S. 64 | GEORGES FORK CREEK | 5114 0342 X | 3-60ft. PRESTRESSED CO | 1974 | 35.49338056 | -95.24613333 | 183.071 | 34.6 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19305 BRKEY
18749 NBI No.
18749 On Under
1 Structure No.
5114 0342 X Control No.
014 Lane Ind.
Milepoint
03420 Facility Carried
U.S. 64 Feature Intersected
GEORGES FORK CREEK Division
01 County
101 Location
3.4 MI E JCT SH 2 Sufficiency
85.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1974 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
- Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.071 Deck Width
34.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18749 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5114 0342 X H Index
84.994 Latitude
35:29:36.17 Longitude
-95:14:46.08 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
18749 Vault Link
http://plansrv1/bridgemaintvault/b18749 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.49338056 Longitude DD
-95.24613333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19305 x
-10602751.0623238 y
4231133.37913376 |
|||||||||||||||||||||||||||||||||||||
| 19034 | 5906 1868SX | 19034 | Pawnee | U.S. 64 | CO. RD. UNDER | 5906 1868SX | 32ft.-40ft.-30ft. CONT. CO | 1975 | 36.21603333 | -96.30508056 | 103.018 | 43.701 | — | 3 | 3 | 2 | 40.699 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19302 BRKEY
19034 NBI No.
19034 On Under
1 Structure No.
5906 1868SX Control No.
006 Lane Ind.
S Milepoint
18680 Facility Carried
U.S. 64 Feature Intersected
CO. RD. UNDER Division
08 County
117 Location
18.5 MI E SH 99 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1975 ADT Total
7000 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
103.018 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.9 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1505 Max Measured Clearance
1600 Min Measured Clearance
1509 NBI Rating
19034 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 1868SX H Index
90.2797 Latitude
36:12:57.72 Longitude
-96:18:18.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19034 Vault Link
http://plansrv1/bridgemaintvault/b19034 GIS FO/SD
Meets Standards H Inv. Method
25.1 Latitude DD
36.21603333 Longitude DD
-96.30508056 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19302 x
-10720632.5287444 y
4330388.08613139 |
|||||||||||||||||||||||||||||||||||||
| 19033 | 5906 1868NX | 19033 | Pawnee | U.S. 64 | CO. RD. UNDER | 5906 1868NX | 32ft.-40ft.-30ft. CONT. CO | 1975 | 36.21633889 | -96.30507778 | 103.018 | 43.701 | — | 3 | 3 | 2 | 40.699 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19301 BRKEY
19033 NBI No.
19033 On Under
1 Structure No.
5906 1868NX Control No.
006 Lane Ind.
N Milepoint
18680 Facility Carried
U.S. 64 Feature Intersected
CO. RD. UNDER Division
08 County
117 Location
18.5 MI E SH 99 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1975 ADT Total
7100 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
103.018 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.8 HS Inv. Rating Method
1 HS Inv. Method
43.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1505 Max Measured Clearance
1602 Min Measured Clearance
1510 NBI Rating
19033 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 1868NX H Index
84.7916 Latitude
36:12:58.82 Longitude
-96:18:18.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19033 Vault Link
http://plansrv1/bridgemaintvault/b19033 GIS FO/SD
Meets Standards H Inv. Method
27.7 Latitude DD
36.21633889 Longitude DD
-96.30507778 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19301 x
-10720632.2192762 y
4330430.24659304 |
|||||||||||||||||||||||||||||||||||||
| 19032 | 2302 0944 X | 19032 | Ellis | U.S. 60 | RED BLUFF CREEK | 2302 0944 X | 3-35ft. PRESTRESSED CONC. BM. SPAN | 1975 | 36.136725 | -99.83233333 | 107.001 | 45.702 | — | 3 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19300 BRKEY
19032 NBI No.
19032 On Under
1 Structure No.
2302 0944 X Control No.
002 Lane Ind.
Milepoint
09440 Facility Carried
U.S. 60 Feature Intersected
RED BLUFF CREEK Division
06 County
045 Location
9.5 MI E STATE LINE Sufficiency
86.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 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
1975 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
107.001 Deck Width
45.702 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
29.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19032 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. PRESTRESSED CONC. BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2302 0944 X H Index
92.8255 Latitude
36:08:12.21 Longitude
-99:49:56.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19032 Vault Link
http://plansrv1/bridgemaintvault/b19032 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.136725 Longitude DD
-99.83233333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19300 x
-11113284.511 y
4319450.86660471 |
|||||||||||||||||||||||||||||||||||||
| 19031 | 3516 0639 X | 19031 | Johnston | S.H. 22 | LITTLE SANDY CREEK | 3516 0639 X | 3-35ft. PC BMS | 1975 | 34.23040278 | -96.64491944 | 107.94 | 45.932 | — | 3 | 0 | 2 | 42.979 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Good (7) | Fair (5) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19299 BRKEY
19031 NBI No.
19031 On Under
1 Structure No.
3516 0639 X Control No.
016 Lane Ind.
Milepoint
06390 Facility Carried
S.H. 22 Feature Intersected
LITTLE SANDY CREEK Division
03 County
069 Location
1.9 MI E JCT SH99 Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1975 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.979 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
107.94 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
22.990734 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
19031 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. PC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 0639 X H Index
98.7456 Latitude
34:13:49.45 Longitude
-96:38:41.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 22 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
19031 Vault Link
http://plansrv1/bridgemaintvault/b19031 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.23040278 Longitude DD
-96.64491944 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19299 x
-10758463.2198177 y
4059781.60720468 |
|||||||||||||||||||||||||||||||||||||
| 18932 | 4002 2150 X | 18932 | Le Flore | U.S. 59 | CREEK | 4002 2150 X | (3) 8ft. X 8ft. X 84ft. RCB SK 45° | 1975 | 34.8736 | -94.61291389 | 39.6 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19296 BRKEY
18932 NBI No.
18932 On Under
1 Structure No.
4002 2150 X Control No.
002 Lane Ind.
Milepoint
21500 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
13.08 NW JCT US-259 Sufficiency
98.1 Kind Hwy
2 Level Service
1 Route No.
00059 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
02 - Principal Arterial Other (Rural) Year Built
1975 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.6 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
100 HS Inv. Rating Method
2 HS Inv. Method
100 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6880 Future ADT Year
2042 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18932 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 8ft. X 84ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 2150 X H Index
94.06 Latitude
34:52:24.96 Longitude
-94:36:46.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
18932 Vault Link
http://plansrv1/bridgemaintvault/b18932 GIS FO/SD
Meets Standards H Inv. Method
73.4 Latitude DD
34.8736 Longitude DD
-94.61291389 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19296 x
-10532261.3967026 y
4146717.12847314 |
|||||||||||||||||||||||||||||||||||||
| 18931 | 5722 1477 X | 18931 | Osage | S.H. 123 | CREEK | 5722 1477 X | 3-10ft.X 10ft.X 78ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS | 1975 | 36.70493333 | -96.00619167 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19295 BRKEY
18931 NBI No.
18931 On Under
1 Structure No.
5722 1477 X Control No.
022 Lane Ind.
Milepoint
14770 Facility Carried
S.H. 123 Feature Intersected
CREEK Division
08 County
113 Location
2.4 MI. S. JCT. US60 Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00123 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
61.3 HS Inv. Rating Method
2 HS Inv. Method
36.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5120 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
NR Max Measured Clearance
NR Min Measured Clearance
NR NBI Rating
18931 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 78ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5722 1477 X H Index
94.6263 Latitude
36:42:17.76 Longitude
-96:00:22.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 123 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18931 Vault Link
http://plansrv1/bridgemaintvault/b18931 GIS FO/SD
Meets Standards H Inv. Method
20.4 Latitude DD
36.70493333 Longitude DD
-96.00619167 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19295 x
-10687360.3697058 y
4398057.71588997 |
|||||||||||||||||||||||||||||||||||||
| 18930 | 0204 0803 X | 18930 | Alfalfa | U.S. 64 | LAMBERT CREEK | 0204 0803 X | 2-15X15X63.5ft. RCB | 1975 | 36.68357222 | -98.36039444 | 30.84 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19294 BRKEY
18930 NBI No.
18930 On Under
1 Structure No.
0204 0803 X Control No.
004 Lane Ind.
Milepoint
08030 Facility Carried
U.S. 64 Feature Intersected
LAMBERT CREEK Division
06 County
003 Location
1.4 MI.N.JCT.SH8 Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.902 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
1975 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.73 HS Inv. Rating Method
2 HS Inv. Method
25.03 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4320 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
18930 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-15X15X63.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0204 0803 X H Index
98.7008 Latitude
36:41:00.86 Longitude
-98:21:37.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18930 Vault Link
http://plansrv1/bridgemaintvault/b18930 GIS FO/SD
Meets Standards H Inv. Method
13.91 Latitude DD
36.68357222 Longitude DD
-98.36039444 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19294 x
-10949429.0232863 y
4395092.13546897 |
|||||||||||||||||||||||||||||||||||||
| 18929 | 4137 0366 X | 18929 | Lincoln | S.H. 105 | DUGOUT CREEK | 4137 0366 X | 3-10ft.X11ft.X85ft. 3ft.CURW | 1975 | 35.86951667 | -97.07721944 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.9 | Fair (5) | 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 | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19293 BRKEY
18929 NBI No.
18929 On Under
1 Structure No.
4137 0366 X Control No.
037 Lane Ind.
Milepoint
03660 Facility Carried
S.H. 105 Feature Intersected
DUGOUT CREEK Division
03 County
081 Location
3.6 MI E OF LOGAN C/L Sufficiency
85.9 Kind Hwy
3 Level Service
1 Route No.
00105 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
11 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.56 HS Inv. Rating Method
2 HS Inv. Method
24.33 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1360 Future ADT Year
2042 Bypass Detour
29.825817 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
18929 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X11ft.X85ft. 3ft.CURW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4137 0366 X H Index
94.39 Latitude
35:52:10.26 Longitude
-97:04:37.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 105 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18929 Vault Link
http://plansrv1/bridgemaintvault/b18929 GIS FO/SD
Meets Standards H Inv. Method
14.3 Latitude DD
35.86951667 Longitude DD
-97.07721944 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19293 x
-10806586.6356877 y
4282681.8888213 |
|||||||||||||||||||||||||||||||||||||
| 18748 | 5024 0032 X | 18748 | Murray | U.S. 177 | ROCK CREEK | 5024 0032 X | 50ft.-80ft.-50ft. PRESTRESSED CONC. BM SPANS | 1974 | 34.51548889 | -96.96850278 | 183.071 | 45.801 | — | 3 | 0 | 2 | 42.799 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.3 | Satisfactory (6) | 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 | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19286 BRKEY
18748 NBI No.
18748 On Under
1 Structure No.
5024 0032 X Control No.
024 Lane Ind.
Milepoint
00320 Facility Carried
U.S. 177 Feature Intersected
ROCK CREEK Division
07 County
099 Location
.4 MI N JCT SH7 Sufficiency
81.3 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.799 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
1974 ADT Total
4600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.799 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
183.071 Deck Width
45.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18748 ODOT County
50 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-80ft.-50ft. PRESTRESSED CONC. BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5024 0032 X H Index
99.9921 Latitude
34:30:55.76 Longitude
-96:58:06.61 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
26-50 NBI Text
18748 Vault Link
http://plansrv1/bridgemaintvault/b18748 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.51548889 Longitude DD
-96.96850278 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19286 x
-10794484.3524557 y
4098231.40880896 |
|||||||||||||||||||||||||||||||||||||
| 18747 | 5931T2380 X | 18747 | Pawnee | CIMARRON TP | S.H. 48 UNDER | 5931T2380 X | 34ft.-100ft.-34ft. PC BEAM SPANS SK 55 LF | 1974 | 36.21741111 | -96.39255278 | 189.29 | 86 | — | 3 | 35 | 4 | 84 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19285 BRKEY
18747 NBI No.
18747 On Under
1 Structure No.
5931T2380 X Control No.
031 Lane Ind.
Milepoint
23800 Facility Carried
CIMARRON TP Feature Intersected
S.H. 48 UNDER Division
08 County
117 Location
3.8 MI N CREEK CO Sufficiency
88.2 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
77.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1974 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
84 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
86 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
189.29 Deck Width
86 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1801 Max Measured Clearance
2005 Min Measured Clearance
1806 NBI Rating
18747 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-100ft.-34ft. PC BEAM SPANS SK 55 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T2380 X H Index
96.6438 Latitude
36:13:02.68 Longitude
-96:23:33.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58.57 NBI Text
18747 Vault Link
http://plansrv1/bridgemaintvault/b18747 GIS FO/SD
Meets Standards H Inv. Method
24.5 Latitude DD
36.21741111 Longitude DD
-96.39255278 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19285 x
-10730369.8917333 y
4330578.1903299 |
|||||||||||||||||||||||||||||||||||||
| 18746 | 5552 0650SXR | 18746 | Oklahoma | S.H. 152 EB W-N | PORTLAND AVE. UNDER | 5552 0725SXR | 45ft., 82ft., 45ft. CONT PLATE GIRDER SPANS, SK56RF | 1974 | 35.41775 | -97.58354167 | 178.1 | 28.999 | — | 3 | 34 | 1 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | 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) | B | 11000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19284 BRKEY
18746 NBI No.
18746 On Under
1 Structure No.
5552 0650SXR Control No.
052 Lane Ind.
S Milepoint
06500 Facility Carried
S.H. 152 EB W-N Feature Intersected
PORTLAND AVE. UNDER Division
04 County
109 Location
.1W OF JCT I-44/S.H. 152 Sufficiency
94.8 Kind Hwy
3 Level Service
7 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
11000 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
178.1 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.611 HS Inv. Rating Method
1 HS Inv. Method
37.479 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17600 Future ADT Year
2042 Bypass Detour
5.002038 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1407 Max Measured Clearance
1510 Min Measured Clearance
1505 NBI Rating
18746 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft., 82ft., 45ft. CONT PLATE GIRDER SPANS, SK56RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5552 0725SXR H Index
97.5591 Latitude
35:25:03.9 Longitude
-97:35:00.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 EB W-N RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
18746 Vault Link
http://plansrv1/bridgemaintvault/b18746 GIS FO/SD
Meets Standards H Inv. Method
20.944 Latitude DD
35.41775 Longitude DD
-97.58354167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19284 x
-10862950.1685086 y
4220797.61688633 |
|||||||||||||||||||||||||||||||||||||
| 18745 | 6108 1629 X | 18745 | Pittsburg | U.S. 270 | A OK R.R. UNDER | 6108 1629 X | (3) 55ft. PC BEAM SK 30° | 1974 | 34.84672222 | -95.53751111 | 167.979 | 45.699 | — | 3 | 30 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19283 BRKEY
18745 NBI No.
18745 On Under
1 Structure No.
6108 1629 X Control No.
008 Lane Ind.
Milepoint
16290 Facility Carried
U.S. 270 Feature Intersected
A OK R.R. UNDER Division
02 County
121 Location
0.3 E JCT SH 1 Sufficiency
85.7 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
42.7 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
1974 ADT Total
4800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
R Underclearance Right
20.02 Underclearance Left
23.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
167.979 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
55.2 HS Inv. Rating Method
3 HS Inv. Method
39.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7680 Future ADT Year
2042 Bypass Detour
3.106856 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
2306 Min Measured Clearance
2304 NBI Rating
18745 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 55ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 1629 X H Index
88.113 Latitude
34:50:48.2 Longitude
-95:32:15.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
059 NBI Text
18745 Vault Link
http://plansrv1/bridgemaintvault/b18745 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
34.84672222 Longitude DD
-95.53751111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19283 x
-10635187.0884219 y
4143070.76609006 |
|||||||||||||||||||||||||||||||||||||
| 18744 | 5920 0430 X | 18744 | Pawnee | S.H. 99 | BNSF R.R. UNDER | 5920 0430 X | 57ft.-63ft.-45ft. PRESTRES | 1974 | 36.22404722 | -96.571925 | 167.979 | 49.701 | — | 3 | 35 | 2 | 46.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19282 BRKEY
18744 NBI No.
18744 On Under
1 Structure No.
5920 0430 X Control No.
020 Lane Ind.
Milepoint
04300 Facility Carried
S.H. 99 Feature Intersected
BNSF R.R. UNDER Division
08 County
117 Location
4.3 MI N CREEK CO. Sufficiency
82.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
46.699 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
1974 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
46.699 Ref. Underclearance Rt.
R Underclearance Right
23.399 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
167.979 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
42.874612 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
18744 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
6 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
57ft.-63ft.-45ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5920 0430 X H Index
97.8875 Latitude
36:13:26.57 Longitude
-96:34:18.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 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
18744 Vault Link
http://plansrv1/bridgemaintvault/b18744 GIS FO/SD
Meets Standards H Inv. Method
30.2 Latitude DD
36.22404722 Longitude DD
-96.571925 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19282 x
-10750337.5159262 y
4331493.87860504 |
|||||||||||||||||||||||||||||||||||||
| 19030 | 5505 0357WX | 19030 | Oklahoma | I-44 SB | SW 20TH ST. UNDER | 5505 0357WX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1975 | 35.444533 | -97.570194 | 101.499 | 57.415 | — | 3 | 0 | 3 | 54.701 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.9 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 62800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19281 BRKEY
19030 NBI No.
19030 On Under
1 Structure No.
5505 0357WX Control No.
005 Lane Ind.
W Milepoint
03570 Facility Carried
I-44 SB Feature Intersected
SW 20TH ST. UNDER Division
04 County
109 Location
3.5 MI N I-240 Sufficiency
69.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.701 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
1975 ADT Total
62800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
54.701 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
101.499 Deck Width
57.415 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
100480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1501 Max Measured Clearance
1601 Min Measured Clearance
1600 NBI Rating
19030 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0357WX H Index
95.6806 Latitude
35:26:40.32 Longitude
-97:34:12.7 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19030 Vault Link
http://plansrv1/bridgemaintvault/b19030 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.444533 Longitude DD
-97.570194 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19281 x
-10861464.3126809 y
4224456.70261834 |
|||||||||||||||||||||||||||||||||||||
| 19029 | 5505 0357EX | 19029 | Oklahoma | I-44 NB | SW 20TH ST. UNDER | 5505 0357EX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1975 | 35.444533 | -97.569656 | 101.499 | 55.41 | — | 3 | 0 | 3 | 52.749 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Fair (5) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 61950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19280 BRKEY
19029 NBI No.
19029 On Under
1 Structure No.
5505 0357EX Control No.
005 Lane Ind.
E Milepoint
03570 Facility Carried
I-44 NB Feature Intersected
SW 20TH ST. UNDER Division
04 County
109 Location
3.5 MI N I-240 Sufficiency
80 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.749 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
1975 ADT Total
61950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
52.749 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
101.499 Deck Width
55.41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
99120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1501 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
19029 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0357EX H Index
93.7542 Latitude
35:26:40.32 Longitude
-97:34:10.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19029 Vault Link
http://plansrv1/bridgemaintvault/b19029 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.444533 Longitude DD
-97.569656 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19280 x
-10861404.4227949 y
4224456.70261834 |
|||||||||||||||||||||||||||||||||||||
| 19028 | 5238T0248 X | 19028 | Noble | CIMARRON TP | U.S. 77 UNDER | 5238T0240 X | 1-100ft. PC BEAM SPAN | 1975 | 36.39885278 | -97.28286111 | 100.699 | 85 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19279 BRKEY
19028 NBI No.
19028 On Under
1 Structure No.
5238T0248 X Control No.
038 Lane Ind.
Milepoint
02480 Facility Carried
CIMARRON TP Feature Intersected
U.S. 77 UNDER Division
04 County
103 Location
7.6 MI N US 64 Sufficiency
63 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
35.761 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1975 ADT Total
4800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
15.092 Underclearance Left
11.155 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.699 Deck Width
85 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
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.4 HS Inv. Rating Method
1 HS Inv. Method
41.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1706 Min Measured Clearance
1611 NBI Rating
19028 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0240 X H Index
86.5334 Latitude
36:23:55.87 Longitude
-97:16:58.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.48 NBI Text
19028 Vault Link
http://plansrv1/bridgemaintvault/b19028 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
36.39885278 Longitude DD
-97.28286111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19279 x
-10829478.561678 y
4355642.60179912 |
|||||||||||||||||||||||||||||||||||||
| 19027 | 3616 0241 X | 19027 | Kay | U.S. 177 | STINK CREEK | 3616 0241 X | 100ft. PREST CONC BM SPAN | 1975 | 36.72443333 | -97.282825 | 102.034 | 54.8 | — | 1 | 0 | 2 | 42.651 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19278 BRKEY
19027 NBI No.
19027 On Under
1 Structure No.
3616 0241 X Control No.
016 Lane Ind.
Milepoint
02410 Facility Carried
U.S. 177 Feature Intersected
STINK CREEK Division
04 County
071 Location
3.2 MI N JCT US 60 Sufficiency
97.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.651 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
1975 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
54.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19027 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 0241 X H Index
87.2267 Latitude
36:43:27.96 Longitude
-97:16:58.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19027 Vault Link
http://plansrv1/bridgemaintvault/b19027 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.72443333 Longitude DD
-97.282825 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19278 x
-10829474.5419311 y
4400765.63662903 |
|||||||||||||||||||||||||||||||||||||
| 18928 | 3220 0357 X | 18928 | Hughes | S.H. 31A | BOIS D'ARC CREEK BR. | 3220 0357 X | 3-8ft.X10ft.X45ft. RC BOX | 1975 | 34.88951389 | -96.08894167 | 30.84 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | 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 | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19275 BRKEY
18928 NBI No.
18928 On Under
1 Structure No.
3220 0357 X Control No.
020 Lane Ind.
Milepoint
03570 Facility Carried
S.H. 31A Feature Intersected
BOIS D'ARC CREEK BR. Division
03 County
063 Location
3.6 MI N JCT SH 31 Sufficiency
82.3 Kind Hwy
3 Level Service
1 Route No.
0031A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1975 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 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
30.84 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2042 Bypass Detour
3.728227 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
18928 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X10ft.X45ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3220 0357 X H Index
98.5652 Latitude
34:53:22.25 Longitude
-96:05:20.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31A Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18928 Vault Link
http://plansrv1/bridgemaintvault/b18928 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.88951389 Longitude DD
-96.08894167 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19275 x
-10696572.057569 y
4148876.64132762 |
|||||||||||||||||||||||||||||||||||||
| 18927 | 3508 0195 X | 18927 | Johnston | S.H. 7D | CREEK | 3508 0195 X | 3-10ft.X6ft.X48ft. RC BOX | 1975 | 34.40022778 | -96.49615 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | 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 | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19274 BRKEY
18927 NBI No.
18927 On Under
1 Structure No.
3508 0195 X Control No.
008 Lane Ind.
Milepoint
01950 Facility Carried
S.H. 7D Feature Intersected
CREEK Division
03 County
069 Location
1.4 MI N JCT SH7 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
0007D Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1975 ADT Total
290 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.5 HS Inv. Rating Method
1 HS Inv. Method
60.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
464 Future ADT Year
2042 Bypass Detour
24.233476 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
18927 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X48ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3508 0195 X H Index
99.01 Latitude
34:24:00.82 Longitude
-96:29:46.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7D Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18927 Vault Link
http://plansrv1/bridgemaintvault/b18927 GIS FO/SD
Meets Standards H Inv. Method
33.9 Latitude DD
34.40022778 Longitude DD
-96.49615 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19274 x
-10741902.2815113 y
4082670.28092877 |
|||||||||||||||||||||||||||||||||||||
| 18926 | 4061 0177 X | 18926 | Le Flore | S.H. 112 | CREEK | 4061 0177 X | (3) 10ft. X 8ft. X 130ft. RCB SK 8° | 1975 | 35.315211 | -94.442603 | 34.301 | 0 | — | 3 | 8 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19273 BRKEY
18926 NBI No.
18926 On Under
1 Structure No.
4061 0177 X Control No.
061 Lane Ind.
Milepoint
01770 Facility Carried
S.H. 112 Feature Intersected
CREEK Division
02 County
079 Location
1.77 N JCT US-271 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1975 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
34.301 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.
3 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
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
100 HS Inv. Rating Method
2 HS Inv. Method
70.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4320 Future ADT Year
2042 Bypass Detour
9.941939 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
18926 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 8ft. X 130ft. RCB SK 8° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4061 0177 X H Index
99.34 Latitude
35:18:54.76 Longitude
-94:26:33.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 112 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
204 NBI Text
18926 Vault Link
http://plansrv1/bridgemaintvault/b18926 GIS FO/SD
Meets Standards H Inv. Method
53.4 Latitude DD
35.315211 Longitude DD
-94.442603 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19273 x
-10513302.4751513 y
4206799.99513619 |
|||||||||||||||||||||||||||||||||||||
| 18925 | 2432 0120 X | 18925 | Garfield | U.S. 412 | CREEK | 2432 0120 X | 3-10ft. X 14ft. X 127ft. R.C.BOX SK. 30 DEG. | 1975 | 36.39062222 | -97.86849722 | 36.64 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 12800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19272 BRKEY
18925 NBI No.
18925 On Under
1 Structure No.
2432 0120 X Control No.
032 Lane Ind.
Milepoint
01200 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
1.3 MI E JCT US81 Sufficiency
66.5 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1975 ADT Total
12800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
4 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.64 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20480 Future ADT Year
2042 Bypass Detour
55.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18925 ODOT County
24 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
4 Rt. Curb SW
0 Description
3-10ft. X 14ft. X 127ft. R.C.BOX SK. 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2432 0120 X H Index
93.0902 Latitude
36:23:26.24 Longitude
-97:52:06.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412, S.H.15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18925 Vault Link
http://plansrv1/bridgemaintvault/b18925 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.39062222 Longitude DD
-97.86849722 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19272 x
-10894671.2752333 y
4354504.36503068 |
|||||||||||||||||||||||||||||||||||||
| 18924 | 1030 0157 X | 18924 | Carter | S.H. 53 | BUZZARD CREEK | 1030 0056 X | (3) 12ft. X 7ft. X 44ft. RCB | 1975 | 34.30354167 | -97.13279167 | 39.042 | 46.001 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19271 BRKEY
18924 NBI No.
18924 On Under
1 Structure No.
1030 0157 X Control No.
030 Lane Ind.
Milepoint
01570 Facility Carried
S.H. 53 Feature Intersected
BUZZARD CREEK Division
07 County
019 Location
0.6 MI E JCT U.S. 77 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.42 HS Inv. Rating Method
2 HS Inv. Method
24.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5760 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18924 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 12ft. X 7ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1030 0056 X H Index
99.0183 Latitude
34:18:12.75 Longitude
-97:07:58.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
066 NBI Text
18924 Vault Link
http://plansrv1/bridgemaintvault/b18924 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
34.30354167 Longitude DD
-97.13279167 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19271 x
-10812772.9080335 y
4069633.44467363 |
|||||||||||||||||||||||||||||||||||||
| 18923 | 0315R0051 X | 18923 | Atoka | S.H. 7 | SANDY CREEK | 0315R0051 X | 3-10ft.X 10ft.X 91ft. R.C. B0X SK. 60 DEG. | 1975 | 34.37465833 | -96.13311389 | 36.089 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3990 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
19270 BRKEY
18923 NBI No.
18923 On Under
1 Structure No.
0315R0051 X Control No.
015 Lane Ind.
Milepoint
00510 Facility Carried
S.H. 7 Feature Intersected
SANDY CREEK Division
02 County
005 Location
0.5 MI E US 75 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
91.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
3990 ADT Year
2001 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 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.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3000 Future ADT Year
2018 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
n Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
18923 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 91ft. R.C. B0X SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0315R0051 X H Index
100 Latitude
34:22:28.77 Longitude
-96:07:59.21 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54 NBI Text
18923 Vault Link
http://plansrv1/bridgemaintvault/b18923 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.37465833 Longitude DD
-96.13311389 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19270 x
-10701489.2866066 y
4079221.11762608 |
|||||||||||||||||||||||||||||||||||||
| 19112 | 3628 1362 X | 19112 | Kay | S.H. 11 | ARKANSAS RIVER | 3628 1362 X | 4-194ft., 3-194ft. CONT. | 1975 | 36.764183 | -96.822775 | 1366 | 36 | — | 7 | 0 | 2 | 30 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19263 BRKEY
19112 NBI No.
19112 On Under
1 Structure No.
3628 1362 X Control No.
028 Lane Ind.
Milepoint
13620 Facility Carried
S.H. 11 Feature Intersected
ARKANSAS RIVER Division
04 County
071 Location
14.1 MI E JCT US 77 Sufficiency
81.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1975 ADT Total
830 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
1366 Deck Width
36 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2042 Bypass Detour
31.689931 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
19112 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
4 Description
4-194ft., 3-194ft. CONT. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3628 1362 X H Index
76.0905 Latitude
36:45:51.06 Longitude
-96:49:21.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19112 Vault Link
http://plansrv1/bridgemaintvault/b19112 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.764183 Longitude DD
-96.822775 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19263 x
-10778262.0101917 y
4406287.71332938 |
|||||||||||||||||||||||||||||||||||||
| 19111 | 5569 0539SXR | 19111 | Oklahoma | I-40 RAMP E-S | I-44 /I-40/ RAMP E-S&S-W | 5569 0539SXR | (81ft.-110ft.-81ft. CONT.)(126ft.,2-112ft.,92ft. CONT.)(109ft.,2-128ft.,109ft. CONT.) & 46ft. WELDED PLATE GIRDER SPANS W/ 25ft.-9in. CLY RDWY ON 7 DEGREE CURVE RIGHT | 1975 | 35.458022 | -97.574531 | 1236.909 | 28.75 | — | 12 | 31 | 1 | 25.748 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.2 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 47500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19262 BRKEY
19111 NBI No.
19111 On Under
1 Structure No.
5569 0539SXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-40 RAMP E-S Feature Intersected
I-44 /I-40/ RAMP E-S&S-W Division
04 County
109 Location
5.3 MI E CANADIAN C/L Sufficiency
73.2 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25.748 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
1975 ADT Total
47500 ADT Year
2022 Design Load
HS 20 Skew
31 No. Main Spans
12 Road Width
25.748 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
8.002 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
25.748 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1236.909 Deck Width
28.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
76000 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
1602 Max Measured Clearance
1702 Min Measured Clearance
1606 NBI Rating
19111 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
(81ft.-110ft.-81ft. CONT.)(126ft.,2-112ft.,92ft. CONT.)(109ft.,2-128ft.,109ft. CONT.) & 46ft. WELDED PLATE GIRDER SPANS W/ 25ft.-9in. CLY RDWY ON 7 DEGREE CURVE RIGHT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0539SXR H Index
87.8564 Latitude
35:27:28.88 Longitude
-97:34:28.31 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-40 RAMP E-S Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
19111 Vault Link
http://plansrv1/bridgemaintvault/b19111 GIS FO/SD
FO H Inv. Method
28 Latitude DD
35.458022 Longitude DD
-97.574531 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19262 x
-10861947.1053125 y
4226300.02690452 |
|||||||||||||||||||||||||||||||||||||
| 19110 | 5569 0528NXR | 19110 | Oklahoma | I-40 W-N RAMP | I-40 /I-44/RMPS S-W/ N-E | 5569 0528NXR | (64ft.-94ft.-64ft. CONT.)(123ft., 2-109ft.,86ft. CONT.) (95ft.-135ft.-113ft.-99ft. CONT.) 34ft. PLATE GIRDER SPANS | 1975 | 35.460131 | -97.578372 | 1131.001 | 28.701 | — | 11 | 31 | 1 | 25.748 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 47500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19261 BRKEY
19110 NBI No.
19110 On Under
1 Structure No.
5569 0528NXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-40 W-N RAMP Feature Intersected
I-40 /I-44/RMPS S-W/ N-E Division
04 County
109 Location
5.2 MI E C/L Sufficiency
59 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25.748 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
1975 ADT Total
47500 ADT Year
2022 Design Load
HS 20 Skew
31 No. Main Spans
11 Road Width
25.748 Ref. Underclearance Rt.
H Underclearance Right
6.401 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1131.001 Deck Width
28.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
76000 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
1602 Max Measured Clearance
1708 Min Measured Clearance
1605 NBI Rating
19110 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
(64ft.-94ft.-64ft. CONT.)(123ft., 2-109ft.,86ft. CONT.) (95ft.-135ft.-113ft.-99ft. CONT.) 34ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0528NXR H Index
80.7794 Latitude
35:27:36.47 Longitude
-97:34:42.14 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-40 W-N RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
19110 Vault Link
http://plansrv1/bridgemaintvault/b19110 GIS FO/SD
FO H Inv. Method
17 Latitude DD
35.460131 Longitude DD
-97.578372 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19261 x
-10862374.6834766 y
4226588.25788894 |
|||||||||||||||||||||||||||||||||||||
| 19109 | 5505 0426WX | 19109 | Oklahoma | I-44 S.B. | OKLAHOMA RIVER/ CO. RD. | 5505 0426WX | 8-100ft. PRESTRESSED CONC. BM. SPANS SK. 75 DEG. | 1975 | 35.453722 | -97.572728 | 800 | 62 | — | 8 | 15 | 4 | 60 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 62800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19260 BRKEY
19109 NBI No.
19109 On Under
1 Structure No.
5505 0426WX Control No.
005 Lane Ind.
W Milepoint
04260 Facility Carried
I-44 S.B. Feature Intersected
OKLAHOMA RIVER/ CO. RD. Division
04 County
109 Location
4.2 MI N I-240 Sufficiency
95.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 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
1975 ADT Total
62800 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
8 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
800 Deck Width
62 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
100480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19109 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PRESTRESSED CONC. BM. SPANS SK. 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0426WX H Index
96.2112 Latitude
35:27:13.4 Longitude
-97:34:21.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19109 Vault Link
http://plansrv1/bridgemaintvault/b19109 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.453722 Longitude DD
-97.572728 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19260 x
-10861746.3962706 y
4225712.38163764 |
|||||||||||||||||||||||||||||||||||||
| 19108 | 5505 0426EX | 19108 | Oklahoma | I-44 N.B. | OKLAHOMA RIVER/ CO. RD. | 5505 0426EX | 8-100ft. PRESTRESSED CONC. BM. SPANS SK. 75 DEG. | 1975 | 35.454144 | -97.572044 | 800 | 62 | — | 8 | 15 | 4 | 60 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 61950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19259 BRKEY
19108 NBI No.
19108 On Under
1 Structure No.
5505 0426EX Control No.
005 Lane Ind.
E Milepoint
04260 Facility Carried
I-44 N.B. Feature Intersected
OKLAHOMA RIVER/ CO. RD. Division
04 County
109 Location
4.2 MI N I-240 Sufficiency
95.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 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
1975 ADT Total
61950 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
8 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
800 Deck Width
62 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
99120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19108 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PRESTRESSED CONC. BM. SPANS SK. 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0426EX H Index
94.2236 Latitude
35:27:14.92 Longitude
-97:34:19.36 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19108 Vault Link
http://plansrv1/bridgemaintvault/b19108 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.454144 Longitude DD
-97.572044 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19259 x
-10861670.2537389 y
4225770.05148098 |
|||||||||||||||||||||||||||||||||||||
| 19107 | 6810 2093SX | 19107 | Sequoyah | U.S. 64 EB | GENERAL O'FLOW | 6810 2093SX | (17) 40ft. PC BEAM | 1975 | 35.40009722 | -94.44495833 | 682.001 | 43.701 | — | 17 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19240 BRKEY
19107 NBI No.
19107 On Under
1 Structure No.
6810 2093SX Control No.
010 Lane Ind.
S Milepoint
20930 Facility Carried
U.S. 64 EB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
20.93 E JCT US-59 Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1975 ADT Total
10500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
682.001 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
51.2 HS Inv. Rating Method
3 HS Inv. Method
38.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19107 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(17) 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 2093SX H Index
79.0642 Latitude
35:24:00.35 Longitude
-94:26:41.85 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
10-2093S NBI Text
19107 Vault Link
http://plansrv1/bridgemaintvault/b19107 GIS FO/SD
Meets Standards H Inv. Method
38.2 Latitude DD
35.40009722 Longitude DD
-94.44495833 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19240 x
-10513564.6692875 y
4218386.56421718 |
|||||||||||||||||||||||||||||||||||||
| 19106 | 6810 2119SX | 19106 | Sequoyah | U.S. 64 | OLD OK-64 UNDER | 6810 2119SX | 60’ - 54’ - 36’ - 63’ - 52’ - (5) 60’ - 45’ PC -BEAM SK 32° | 1975 | 35.39760556 | -94.44120833 | 612.999 | 43.701 | — | 11 | 36 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19239 BRKEY
19106 NBI No.
19106 On Under
1 Structure No.
6810 2119SX Control No.
010 Lane Ind.
S Milepoint
21190 Facility Carried
U.S. 64 Feature Intersected
OLD OK-64 UNDER Division
01 County
135 Location
JCT OLD US-64 Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1975 ADT Total
10500 ADT Year
2022 Design Load
HS 20 Skew
36 No. Main Spans
11 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
612.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.8 HS Inv. Rating Method
3 HS Inv. Method
38.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1706 Min Measured Clearance
1608 NBI Rating
19106 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60’ - 54’ - 36’ - 63’ - 52’ - (5) 60’ - 45’ PC -BEAM SK 32° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 2119SX H Index
83.4541 Latitude
35:23:51.38 Longitude
-94:26:28.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-2119S NBI Text
19106 Vault Link
http://plansrv1/bridgemaintvault/b19106 GIS FO/SD
Meets Standards H Inv. Method
38.3 Latitude DD
35.39760556 Longitude DD
-94.44120833 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19239 x
-10513147.2211971 y
4218046.29073805 |
|||||||||||||||||||||||||||||||||||||
| 19104 | 6810 1942SX | 19104 | Sequoyah | U.S. 64 EB | GENERAL O'FLOW | 6810 1942SX | (11) 40ft. PC BEAM | 1975 | 35.404875 | -94.46990833 | 442.999 | 43.701 | — | 11 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19237 BRKEY
19104 NBI No.
19104 On Under
1 Structure No.
6810 1942SX Control No.
010 Lane Ind.
S Milepoint
19420 Facility Carried
U.S. 64 EB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
3.1 E JCT I-40 Sufficiency
87.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.699 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
1975 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
40.699 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
442.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.2 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19104 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(11) 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1942SX H Index
84.793 Latitude
35:24:17.55 Longitude
-94:28:11.67 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
10-1942S NBI Text
19104 Vault Link
http://plansrv1/bridgemaintvault/b19104 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.404875 Longitude DD
-94.46990833 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19237 x
-10516342.0905828 y
4219039.07102824 |
|||||||||||||||||||||||||||||||||||||
| 19103 | 6810 1822SX | 19103 | Sequoyah | U.S. 64 EB | GARRISON TRIB O'FLOW | 6810 1822SX | (11) 40ft. PC BEAM SK 30° | 1975 | 35.404872 | -94.491283 | 442.999 | 43.701 | — | 11 | 30 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19236 BRKEY
19103 NBI No.
19103 On Under
1 Structure No.
6810 1822SX Control No.
010 Lane Ind.
S Milepoint
18220 Facility Carried
U.S. 64 EB Feature Intersected
GARRISON TRIB O'FLOW Division
01 County
135 Location
1.2 E JCT I-40 Sufficiency
71.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.699 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
1975 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
11 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
442.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19103 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(11) 40ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1822SX H Index
80.4779 Latitude
35:24:17.54 Longitude
-94:29:28.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1822S NBI Text
19103 Vault Link
http://plansrv1/bridgemaintvault/b19103 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.404872 Longitude DD
-94.491283 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19236 x
-10518721.5079631 y
4219038.66130272 |
|||||||||||||||||||||||||||||||||||||
| 19015 | 0544 0080 X | 19015 | Beckham | I-40 BUS. | LITTLE TURKEY CREEK | 0544 0080 X | 4-15ft.X10ft.X57ft. R.C.B., SK. 45 DEG. L.F. | 1975 | 35.21885556 | -99.91181667 | 90.879 | 56.001 | — | 4 | 45 | 2 | 54.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19232 BRKEY
19015 NBI No.
19015 On Under
1 Structure No.
0544 0080 X Control No.
044 Lane Ind.
Milepoint
00800 Facility Carried
I-40 BUS. Feature Intersected
LITTLE TURKEY CREEK Division
05 County
009 Location
0.5 MI S. I-40/N172 Sufficiency
90.1 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
54.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
54.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
90.879 Deck Width
56.001 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
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.62 HS Inv. Rating Method
1 HS Inv. Method
24.97 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19015 ODOT County
05 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
4-15ft.X10ft.X57ft. R.C.B., SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0544 0080 X H Index
97.69 Latitude
35:13:07.88 Longitude
-99:54:42.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
W NBI Text
19015 Vault Link
http://plansrv1/bridgemaintvault/b19015 GIS FO/SD
Meets Standards H Inv. Method
14.11 Latitude DD
35.21885556 Longitude DD
-99.91181667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19232 x
-11122132.5559353 y
4193662.65780135 |
|||||||||||||||||||||||||||||||||||||
| 18912 | 6323 0939 XC | 18912 | Pottawatomie | U.S. 270 SD | CREEK | 6323 0939 XC | 3-10ft.X 8ft.X 26.9ft. RDY | 1975 | 35.27307222 | -96.92975833 | 34.121 | 29.528 | — | 3 | 0 | 2 | 26.903 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19225 BRKEY
18912 NBI No.
18912 On Under
1 Structure No.
6323 0939 XC Control No.
023 Lane Ind.
Milepoint
09390 Facility Carried
U.S. 270 SD Feature Intersected
CREEK Division
03 County
125 Location
TECUMSEH SQ. @ GOR COOPER Sufficiency
88.8 Kind Hwy
8 Level Service
0 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.575 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
1975 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.903 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
29.528 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.415 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
0.1 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
18912 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 26.9ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
6323 0939 XC H Index
92.8332 Latitude
35:16:23.06 Longitude
-96:55:47.13 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 SD Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
18912 Vault Link
http://plansrv1/bridgemaintvault/b18912 GIS FO/SD
Meets Standards H Inv. Method
19.511 Latitude DD
35.27307222 Longitude DD
-96.92975833 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
19225 x
-10790171.3400107 y
4201052.7678903 |
|||||||||||||||||||||||||||||||||||||
| 19113 | 3226 0324 X | 19113 | Hughes | S.H. 48 | S. CANADIAN RIVER | 3226 0324 X | 22-100ft. PRESTRESSED | 1975 | 35.002486 | -96.335456 | 2204 | 44 | — | 22 | 0 | 2 | 42 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19212 BRKEY
19113 NBI No.
19113 On Under
1 Structure No.
3226 0324 X Control No.
026 Lane Ind.
Milepoint
03240 Facility Carried
S.H. 48 Feature Intersected
S. CANADIAN RIVER Division
03 County
063 Location
3.9 MI N JCT SH 1 Sufficiency
82.9 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42 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
1975 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
22 Road Width
42 Ref. Underclearance Rt.
N Underclearance Right
21.001 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
2204 Deck Width
44 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
22.990734 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
19113 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
22-100ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3226 0324 X H Index
91.2263 Latitude
35:00:08.95 Longitude
-96:20:07.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19113 Vault Link
http://plansrv1/bridgemaintvault/b19113 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.002486 Longitude DD
-96.335456 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19212 x
-10724013.9072578 y
4164218.98666637 |
|||||||||||||||||||||||||||||||||||||
| 19102 | 6618R0585SX | 19102 | Rogers | U.S. 412 | VERDIGRIS RIVER O'FLOW | 6618 0585SX | 10-40ft. PCBM SPANS | 1975 | 36.164392 | -95.627458 | 403.871 | 43.635 | — | 10 | 0 | 2 | 40.682 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11000 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
19193 BRKEY
19102 NBI No.
19102 On Under
1 Structure No.
6618R0585SX Control No.
018 Lane Ind.
S Milepoint
05850 Facility Carried
U.S. 412 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
7.0 MI E JCT I-44 Sufficiency
93.1 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.682 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
1975 ADT Total
11000 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.682 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
403.871 Deck Width
43.635 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
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
1 HS Operating Rating
45.636 HS Inv. Rating Method
1 HS Inv. Method
27.337 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17600 Future ADT Year
2037 Bypass Detour
0.124274 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
19102 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-40ft. PCBM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6618 0585SX H Index
96.0823 Latitude
36:09:51.81 Longitude
-95:37:38.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19102 Vault Link
http://plansrv1/bridgemaintvault/b19102 GIS FO/SD
Meets Standards H Inv. Method
21.605 Latitude DD
36.164392 Longitude DD
-95.627458 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19193 x
-10645199.9304152 y
4323265.09837611 |
|||||||||||||||||||||||||||||||||||||
| 19101 | 6618R0585NX | 19101 | Rogers | U.S. 412 | VERDIGRIS RIVER O'FLOW | 6618 0585NX | 10-40ft. PCBM SPANS | 1975 | 36.164764 | -95.627458 | 403.871 | 43.635 | — | 10 | 0 | 2 | 40.682 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11100 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
19192 BRKEY
19101 NBI No.
19101 On Under
1 Structure No.
6618R0585NX Control No.
018 Lane Ind.
N Milepoint
05850 Facility Carried
U.S. 412 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
7.0 MI E JCT I-44 Sufficiency
86.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.682 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
1975 ADT Total
11100 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.682 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
403.871 Deck Width
43.635 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.2 HS Inv. Rating Method
1 HS Inv. Method
46.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17760 Future ADT Year
2038 Bypass Detour
0.124274 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
19101 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-40ft. PCBM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6618 0585NX H Index
92.4251 Latitude
36:09:53.15 Longitude
-95:37:38.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19101 Vault Link
http://plansrv1/bridgemaintvault/b19101 GIS FO/SD
Meets Standards H Inv. Method
32.2 Latitude DD
36.164764 Longitude DD
-95.627458 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19192 x
-10645199.9304152 y
4323316.3922612 |
|||||||||||||||||||||||||||||||||||||
| 19099 | 5239T0300 X | 19099 | Noble | CIMARRON TP | U.S. 64 & BNSF R.R. UND | 5239T0300 X | 89ft.,3-72ft.,48ft. PC BEAM SPANS SK. 83 LF | 1975 | 36.29826944 | -96.98720278 | 351.05 | 95 | — | 5 | 7 | 6 | 92.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19190 BRKEY
19099 NBI No.
19099 On Under
1 Structure No.
5239T0300 X Control No.
039 Lane Ind.
Milepoint
03000 Facility Carried
CIMARRON TP Feature Intersected
U.S. 64 & BNSF R.R. UND Division
04 County
103 Location
16.6 MI E SH 86 Sufficiency
68 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
92.848 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1975 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
5 Road Width
92.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
0 Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
351.05 Deck Width
95 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.3 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2506 Max Measured Clearance
2701 Min Measured Clearance
2503 NBI Rating
19099 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
89ft.,3-72ft.,48ft. PC BEAM SPANS SK. 83 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0300 X H Index
88.2525 Latitude
36:17:53.77 Longitude
-96:59:13.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.50 NBI Text
19099 Vault Link
http://plansrv1/bridgemaintvault/b19099 GIS FO/SD
Meets Standards H Inv. Method
23.5 Latitude DD
36.29826944 Longitude DD
-96.98720278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19190 x
-10796566.0269336 y
4341740.78341958 |
|||||||||||||||||||||||||||||||||||||
| 19097 | 5505 0461 X | 19097 | Oklahoma | I-44 WB | I-44 RAMP S-W UNDER | 5505 0461WX | 80ft.,2-98ft.,70ft. CONT. PLATE GIRDER SPANS | 1975 | 35.45862222 | -97.57500556 | 347.999 | 43.701 | — | 4 | 0 | 2 | 40.699 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 125600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19188 BRKEY
19097 NBI No.
19097 On Under
1 Structure No.
5505 0461 X Control No.
005 Lane Ind.
Milepoint
04610 Facility Carried
I-44 WB Feature Intersected
I-44 RAMP S-W UNDER Division
04 County
109 Location
4.6 MI N I-240 Sufficiency
73 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
40.699 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
1975 ADT Total
125600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
347.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.2 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
200960 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19097 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.,2-98ft.,70ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0461WX H Index
91.0569 Latitude
35:27:31.04 Longitude
-97:34:30.02 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 WB Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19097 Vault Link
http://plansrv1/bridgemaintvault/b19097 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
35.45862222 Longitude DD
-97.57500556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19188 x
-10861999.93309 y
4226382.05648212 |
|||||||||||||||||||||||||||||||||||||
| 19002 | 5504 1575 X | 19002 | Oklahoma | U.S. 62 | CREEK | 5504 1575 X | 4-15ft. X 15ft. X 96.5ft. R.C.BOX | 1975 | 35.49298056 | -97.1891 | 62.7 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19183 BRKEY
19002 NBI No.
19002 On Under
1 Structure No.
5504 1575 X Control No.
004 Lane Ind.
Milepoint
15750 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
04 County
109 Location
15.7 MI E OF JCT I-35 Sufficiency
59.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.499 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1975 ADT Total
8200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.7 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
43.1 HS Inv. Rating Method
2 HS Inv. Method
25.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13120 Future ADT Year
2042 Bypass Detour
19.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19002 ODOT County
55 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
4-15ft. X 15ft. X 96.5ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1575 X H Index
97.4036 Latitude
35:29:34.73 Longitude
-97:11:20.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19002 Vault Link
http://plansrv1/bridgemaintvault/b19002 GIS FO/SD
Meets Standards H Inv. Method
15.1 Latitude DD
35.49298056 Longitude DD
-97.1891 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19183 x
-10819041.1226565 y
4231078.6890859 |
|||||||||||||||||||||||||||||||||||||
| 19001 | 3220 0346 X | 19001 | Hughes | S.H. 31A | HOGWOOD CREEK | 3220 0346 X | 3-15ft.X12ft.X50ft. RC BOX | 1975 | 34.88803056 | -96.08894167 | 61.024 | 23.999 | — | 3 | 40 | 2 | 23.999 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19182 BRKEY
19001 NBI No.
19001 On Under
1 Structure No.
3220 0346 X Control No.
020 Lane Ind.
Milepoint
03460 Facility Carried
S.H. 31A Feature Intersected
HOGWOOD CREEK Division
03 County
063 Location
3.5 MI N JCT SH 31 Sufficiency
77.3 Kind Hwy
3 Level Service
1 Route No.
0031A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1975 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
23.999 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
61.024 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
47.845582 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
19001 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-15ft.X12ft.X50ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3220 0346 X H Index
97.69 Latitude
34:53:16.91 Longitude
-96:05:20.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19001 Vault Link
http://plansrv1/bridgemaintvault/b19001 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.88803056 Longitude DD
-96.08894167 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19182 x
-10696572.057569 y
4148675.33596184 |
|||||||||||||||||||||||||||||||||||||
| 19096 | 5507 0007 X | 19096 | Oklahoma | I-44 EB | I-44 RAMP N-E UNDER | 5507 0007EX | 70ft.,2-98ft.,80ft. CONT. PLATE GIRDER SPANS | 1975 | 35.46155 | -97.57577222 | 347.999 | 43.701 | — | 4 | 0 | 2 | 31.001 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 140700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19169 BRKEY
19096 NBI No.
19096 On Under
1 Structure No.
5507 0007 X Control No.
007 Lane Ind.
Milepoint
00070 Facility Carried
I-44 EB Feature Intersected
I-44 RAMP N-E UNDER Division
04 County
109 Location
0.007 MI N JCT I-40 Sufficiency
61 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
31.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1975 ADT Total
140700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
31.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
347.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.234 HS Inv. Rating Method
1 HS Inv. Method
28.881 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
225120 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19096 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.,2-98ft.,80ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0007EX H Index
94.4911 Latitude
35:27:41.58 Longitude
-97:34:32.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19096 Vault Link
http://plansrv1/bridgemaintvault/b19096 GIS FO/SD
Meets Standards H Inv. Method
15.984 Latitude DD
35.46155 Longitude DD
-97.57577222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19169 x
-10862085.2772908 y
4226782.19280385 |
|||||||||||||||||||||||||||||||||||||
| 19095 | 5722 1573 X | 19095 | Osage | S.H. 123 | SAND CREEK | 5722 1573 X | 60ft.,2-100ft.,60ft. PC BM. SPANS 43ft.CL.RDY. W/TR-4 RAIL | 1975 | 36.71902778 | -96.00744444 | 320.499 | 45.899 | — | 4 | 0 | 2 | 43.579 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19168 BRKEY
19095 NBI No.
19095 On Under
1 Structure No.
5722 1573 X Control No.
022 Lane Ind.
Milepoint
15730 Facility Carried
S.H. 123 Feature Intersected
SAND CREEK Division
08 County
113 Location
1.5 MI. S. JCT. US60 Sufficiency
84.1 Kind Hwy
3 Level Service
1 Route No.
00123 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.579 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
1975 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
43.579 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.579 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
320.499 Deck Width
45.899 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19095 ODOT County
57 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
60ft.,2-100ft.,60ft. PC BM. SPANS 43ft.CL.RDY. W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5722 1573 X H Index
99.1807 Latitude
36:43:08.5 Longitude
-96:00:26.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 123 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
19095 Vault Link
http://plansrv1/bridgemaintvault/b19095 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
36.71902778 Longitude DD
-96.00744444 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19168 x
-10687499.8274243 y
4400014.91130856 |
|||||||||||||||||||||||||||||||||||||
| 19092 | 6810 2052SX | 19092 | Sequoyah | U.S. 64 WB | GENERAL O'FLOW | 6810 2052SX | (7) 40ft. PC BEAM | 1975 | 35.40380278 | -94.45066667 | 281.001 | 43.701 | — | 7 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.6 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 9550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19165 BRKEY
19092 NBI No.
19092 On Under
1 Structure No.
6810 2052SX Control No.
010 Lane Ind.
S Milepoint
20520 Facility Carried
U.S. 64 WB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
0.1 W JCT US-64D Sufficiency
56.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1975 ADT Total
9550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
281.001 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.2 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19092 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(7) 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 2052SX H Index
85.8895 Latitude
35:24:13.69 Longitude
-94:27:02.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-2052S NBI Text
19092 Vault Link
http://plansrv1/bridgemaintvault/b19092 GIS FO/SD
SD H Inv. Method
19 Latitude DD
35.40380278 Longitude DD
-94.45066667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19165 x
-10514200.1187896 y
4218892.63336622 |
|||||||||||||||||||||||||||||||||||||
| 19091 | 1934 0045 X | 19091 | Creek | S.H. 99 | LAGOON CREEK | 1934 0045 X | 3-90ft. PCB SPANS | 1975 | 36.12556111 | -96.57498889 | 272.52 | 45.75 | — | 3 | 0 | 2 | 43.58 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19164 BRKEY
19091 NBI No.
19091 On Under
1 Structure No.
1934 0045 X Control No.
034 Lane Ind.
Milepoint
00450 Facility Carried
S.H. 99 Feature Intersected
LAGOON CREEK Division
08 County
037 Location
0.5 MI N JCT SH 51 Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.58 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
1975 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.58 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
272.52 Deck Width
45.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
87.1 HS Inv. Rating Method
3 HS Inv. Method
60.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
37.903642 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
19091 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
3-90ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1934 0045 X H Index
83.4669 Latitude
36:07:32.02 Longitude
-96:34:29.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19091 Vault Link
http://plansrv1/bridgemaintvault/b19091 GIS FO/SD
Meets Standards H Inv. Method
60.4 Latitude DD
36.12556111 Longitude DD
-96.57498889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19164 x
-10750678.5866009 y
4317912.16972125 |
|||||||||||||||||||||||||||||||||||||
| 19090 | 3302 0365 X | 19090 | Jackson | U.S. 62 | TURKEY CREEK | 3302 0365 X | 60ft.-72ft.-72ft.-60ft. CONT. I-BEAM SPANS | 1975 | 34.666575 | -99.602119 | 268.045 | 45.801 | — | 4 | 0 | 2 | 43.75 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19145 BRKEY
19090 NBI No.
19090 On Under
1 Structure No.
3302 0365 X Control No.
002 Lane Ind.
Milepoint
03650 Facility Carried
U.S. 62 Feature Intersected
TURKEY CREEK Division
05 County
065 Location
3.7 MI E OF HARMON C/L Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.6 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
1975 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
43.75 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
268.045 Deck Width
45.801 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
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
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
37.903642 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
19090 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-72ft.-72ft.-60ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3302 0365 X H Index
61.2097 Latitude
34:39:59.67 Longitude
-99:36:07.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19090 Vault Link
http://plansrv1/bridgemaintvault/b19090 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.666575 Longitude DD
-99.602119 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19145 x
-11087657.169011 y
4118661.82997634 |
|||||||||||||||||||||||||||||||||||||
| 19089 | 4058 0881 X | 19089 | Le Flore | S.H. 112 | JAMES FORK CRK O'FLOW | 4058 0881 X | (10) 25ft. CONCRETE SLAB | 1975 | 35.16422778 | -94.50425833 | 252.001 | 49.701 | — | 10 | 0 | 2 | 47.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19144 BRKEY
19089 NBI No.
19089 On Under
1 Structure No.
4058 0881 X Control No.
058 Lane Ind.
Milepoint
08810 Facility Carried
S.H. 112 Feature Intersected
JAMES FORK CRK O'FLOW Division
02 County
079 Location
8.81 NE JCT US-271 Sufficiency
71.9 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
47.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
47.001 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
1 - Concrete Design
01 Length
252.001 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
39.4 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
19089 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10) 25ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4058 0881 X H Index
75.8331 Latitude
35:09:51.22 Longitude
-94:30:15.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 112 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
192 NBI Text
19089 Vault Link
http://plansrv1/bridgemaintvault/b19089 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.16422778 Longitude DD
-94.50425833 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19144 x
-10520165.9150916 y
4186221.50020935 |