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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 31861 | 1937T3056 X | 31861 | — | CO. RD. 1954C | TURNER TP (I-44) UNDER | 2-124ft. PCB SPANS, 26ft.-0in. CLR RDY WITH CONCRETE TRAFFIC RAILS TR4. SKEWED 14.0779 DEGREES RT FWD | 2018 | 35.997 | -96.163 | 248 | 28.2 | — | 2 | 14 | 2 | 26 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 150 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31760 BRKEY
31861 NBI No.
31861 On Under
1 Structure No.
1937T3056 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 1954C Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
77.6 NE JCT I-35 Sufficiency
93.9 Kind Hwy
4 Level Service
1 Route No.
1954C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.2 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
14 No. Main Spans
2 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
22 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
248 Deck Width
28.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
47.9 HS Inv. Rating Method
3 HS Inv. Method
37.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
240 Future ADT Year
2042 Bypass Detour
8.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31861 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
17 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-124ft. PCB SPANS, 26ft.-0in. CLR RDY WITH CONCRETE TRAFFIC RAILS TR4. SKEWED 14.0779 DEGREES RT FWD Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:59:50 Longitude
-96:09:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. 1954C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
77.60 NBI Text
31861 Vault Link
http://plansrv1/bridgemaintvault/b31861 GIS FO/SD
Meets Standards H Inv. Method
37.1 Latitude DD
35.997 Longitude DD
-96.163 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31760 x
-10704816.1931536 y
4300208.58452208 |
|||||||||||||||||||||||||||||||||||||
| 31860 | 1937T3343 X | 31860 | — | SAPULPA INTERCHANG | TURNER TP (I-44) UNDER | 2-130ft. PCB SPANS. 60ft. CLR RDY, W/F-SHAPED PARAPETS 0 DEG 02ft.59.31 SKEW LT FWD | 1953 | 36.01 | -96.115 | 262 | 63 | — | 2 | 0 | 2 | 58 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.2 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | T | 15750 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31759 BRKEY
31860 NBI No.
31860 On Under
1 Structure No.
1937T3343 X Control No.
Lane Ind.
Milepoint
Facility Carried
SAPULPA INTERCHANG Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
79.4 NE JCT I-35 Sufficiency
78.2 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
58 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1953 ADT Total
15750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
58 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
64 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
262 Deck Width
63 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
59.4 HS Inv. Rating Method
3 HS Inv. Method
45.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25200 Future ADT Year
2042 Bypass Detour
76.428656 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31860 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-130ft. PCB SPANS. 60ft. CLR RDY, W/F-SHAPED PARAPETS 0 DEG 02ft.59.31 SKEW LT FWD Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:00:37 Longitude
-96:06:53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
SAPULPA INTERCHANGE 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
80.50 NBI Text
31860 Vault Link
http://plansrv1/bridgemaintvault/b31860 GIS FO/SD
Meets Standards H Inv. Method
45.7 Latitude DD
36.01 Longitude DD
-96.115 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
31759 x
-10699472.8575955 y
4301997.44387832 |
|||||||||||||||||||||||||||||||||||||
| 31859 | 1937T3218 X | 31859 | — | S. 145TH W. AVE | TURNER TP (I-44) UNDER | 41 FT-80FT-80FT-41FT PCB SPANS 26FT CLR ROY, TR-4 RAILS, SKEWED 7 DEGREES LF SAHOMA LAKE RD | 2018 | 36.004758 | -96.136328 | 244 | 28.2 | — | 4 | 7 | 2 | 26 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 50 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31758 BRKEY
31859 NBI No.
31859 On Under
1 Structure No.
1937T3218 X Control No.
Lane Ind.
Milepoint
Facility Carried
S. 145TH W. AVE Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
79.2 NE JCT I-35 Sufficiency
94 Kind Hwy
4 Level Service
1 Route No.
N3870 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
26 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
50 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
7 No. Main Spans
4 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
244 Deck Width
28.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
59.2 HS Inv. Rating Method
3 HS Inv. Method
40.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
80 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31859 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41 FT-80FT-80FT-41FT PCB SPANS 26FT CLR ROY, TR-4 RAILS, SKEWED 7 DEGREES LF SAHOMA LAKE RD Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:00:17.13 Longitude
-96:08:10.78 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
COUNTY ROAD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79.23 NBI Text
31859 Vault Link
http://plansrv1/bridgemaintvault/b31859 GIS FO/SD
Meets Standards H Inv. Method
40.7 Latitude DD
36.004758 Longitude DD
-96.136328 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31758 x
-10701847.0796951 y
4301276.0852584 |
|||||||||||||||||||||||||||||||||||||
| 31858 | 1937T3172 X | 31858 | — | CO RD N3845 | TURNER TP (I-44) UNDER | 2-142ft. PCB SPANS, 26ft.-0in. CLR RDY, W/CONC. TRAFFIC RAILS (TR4) SKEW 30 DEGREES LT. FWD. | 2018 | 36.002303 | -96.143636 | 286 | 28.2 | — | 2 | 30 | 2 | 24 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31757 BRKEY
31858 NBI No.
31858 On Under
1 Structure No.
1937T3172 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO RD N3845 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
78.8 NE JCT I-35 Sufficiency
98 Kind Hwy
4 Level Service
1 Route No.
03845 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
24 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
286 Deck Width
28.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
4 HS Operating Rating Method
3 HS Operating Rating
59.2 HS Inv. Rating Method
3 HS Inv. Method
40.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
160 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31858 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-142ft. PCB SPANS, 26ft.-0in. CLR RDY, W/CONC. TRAFFIC RAILS (TR4) SKEW 30 DEGREES LT. FWD. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:00:08.29 Longitude
-96:08:37.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. 3845 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
78.80 NBI Text
31858 Vault Link
http://plansrv1/bridgemaintvault/b31858 GIS FO/SD
Meets Standards H Inv. Method
40.7 Latitude DD
36.002303 Longitude DD
-96.143636 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31757 x
-10702660.6025338 y
4300938.26591997 |
|||||||||||||||||||||||||||||||||||||
| 31857 | 1937T3213 X | 31857 | — | TURNER TP (I-44) | ROCK CREEK | 80ft.-100ft.-80ft. PCB SPANS 73ft. 5.5in. CLR RDY SKEW 0, F-SHAPED PARAPETS | 2018 | 36.004233 | -96.137197 | 262 | 153 | — | 3 | 0 | 6 | 147 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.2 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 31300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31756 BRKEY
31857 NBI No.
31857 On Under
1 Structure No.
1937T3213 X Control No.
037 Lane Ind.
Milepoint
32130 Facility Carried
TURNER TP (I-44) Feature Intersected
ROCK CREEK Division
08 County
037 Location
79.2 NE JCT I-35 Sufficiency
79.2 Kind Hwy
8 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
14.7 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
31300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
147 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
153 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
262 Deck Width
153 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.8 HS Inv. Rating Method
3 HS Inv. Method
46.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
50080 Future ADT Year
2042 Bypass Detour
61.515748 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31857 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-100ft.-80ft. PCB SPANS 73ft. 5.5in. CLR RDY SKEW 0, F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:00:15.24 Longitude
-96:08:13.91 I257A
1 I257B
1 I257C
1 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
79.20 NBI Text
31857 Vault Link
http://plansrv1/bridgemaintvault/b31857 GIS FO/SD
Meets Standards H Inv. Method
46.1 Latitude DD
36.004233 Longitude DD
-96.137197 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31756 x
-10701943.8163326 y
4301203.84194955 |
|||||||||||||||||||||||||||||||||||||
| 32140 | 4011 0084 X | 32140 | — | U.S. 270 | CASTON CREEK | 75ft.-100ft.-100ft.-100ft.-75 TYPE IV PC BEAM SPANS | 2023 | 34.958056 | -94.724444 | 476.378 | 42.2 | — | 5 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1940 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31751 BRKEY
32140 NBI No.
32140 On Under
1 Structure No.
4011 0084 X Control No.
011 Lane Ind.
Milepoint
00840 Facility Carried
U.S. 270 Feature Intersected
CASTON CREEK Division
02 County
079 Location
.9 S JCT U.S. 271 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2023 ADT Total
1940 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
476.378 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
91.1 HS Inv. Rating Method
3 HS Inv. Method
64 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2890 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32140 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
75ft.-100ft.-100ft.-100ft.-75 TYPE IV PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:57:29 Longitude
-94:43:28 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64 NBI Text
32140 Vault Link
http://plansrv1/bridgemaintvault/b32140 GIS FO/SD
Meets Standards H Inv. Method
63.9 Latitude DD
34.958056 Longitude DD
-94.724444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31751 x
-10544676.871756 y
4158182.58189797 |
|||||||||||||||||||||||||||||||||||||
| 32044 | 1706F0152 X | 32044 | — | S.H. 36 | I-44 | 46ft.-92ft.-92ft.-46ft. PCB, 68ft. RDWY, F-SHAPE | 1901 | 34.11694444 | -98.52055556 | 905.512 | -1 | — | 4 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31746 BRKEY
32044 NBI No.
32044 On Under
1 Structure No.
1706F0152 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 36 Feature Intersected
I-44 Division
07 County
033 Location
1.6 N OK/TEX SL Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
905.512 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32044 ODOT County
17 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
46ft.-92ft.-92ft.-46ft. PCB, 68ft. RDWY, F-SHAPE Route Flag
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:07:01 Longitude
-98:31:14 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 36 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32044 Vault Link
http://plansrv1/bridgemaintvault/b32044 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.11694444 Longitude DD
-98.52055556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31746 x
-10967258.0776096 y
4044515.63720622 |
|||||||||||||||||||||||||||||||||||||
| 32043 | 1810F0465 X | 32043 | — | U.S. 69 | BILLINGSLIE CREEK | 50ft. I BEAM SPAN | 1901 | 36.57444444 | -95.22 | 164.042 | -1 | — | 1 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3700 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31745 BRKEY
32043 NBI No.
32043 On Under
1 Structure No.
1810F0465 X Control No.
010 Lane Ind.
Milepoint
04650 Facility Carried
U.S. 69 Feature Intersected
BILLINGSLIE CREEK Division
08 County
035 Location
4.6 N MAYES C/L Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
3700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
5498 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32043 ODOT County
18 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
50ft. I BEAM SPAN Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:34:28 Longitude
-95:13:12 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 69 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32043 Vault Link
http://plansrv1/bridgemaintvault/b32043 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.57444444 Longitude DD
-95.22 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31745 x
-10599841.9133355 y
4379954.66755806 |
|||||||||||||||||||||||||||||||||||||
| 31951 | 1913 1977 X | 31951 | — | S.H. 48 | CIMMARON RIVER | 2X100ft. TYPE IV AND 5X120ft. TYPE J PC BEAM, 0 DEG SK, 44ft. CLR RDY, TR-4 PARAPETS | 2019 | 36.159167 | -96.400556 | 801.67 | 46.17 | — | 5 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31743 BRKEY
31951 NBI No.
31951 On Under
1 Structure No.
1913 1977 X Control No.
013 Lane Ind.
Milepoint
19770 Facility Carried
S.H. 48 Feature Intersected
CIMMARON RIVER Division
08 County
037 Location
.3 S PAWNEE C/L Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2019 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
801.67 Deck Width
46.17 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3700 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31951 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
2X100ft. TYPE IV AND 5X120ft. TYPE J PC BEAM, 0 DEG SK, 44ft. CLR RDY, TR-4 PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
36:09:33 Longitude
-96:24:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31951 Vault Link
http://plansrv1/bridgemaintvault/b31951 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.159167 Longitude DD
-96.400556 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31743 x
-10731260.8061084 y
4322544.66562843 |
|||||||||||||||||||||||||||||||||||||
| 31950 | 4420 0503 X | 31950 | — | S.H. 59 | CRINER CREEK | 3-14 ft. X 16 ft. x 78 ft. CLR RDWY. RCB SKEWED 30 DEG. LF, W/ 4 ft. CURTAIN WALLS @ BOTH ENDS | 2022 | 34.942519 | -97.566911 | 44 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1061 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31742 BRKEY
31950 NBI No.
31950 On Under
1 Structure No.
4420 0503 X Control No.
020 Lane Ind.
Milepoint
05030 Facility Carried
S.H. 59 Feature Intersected
CRINER CREEK Division
03 County
087 Location
5.3 mi. N. Garvin Co. Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2022 ADT Total
1061 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
86.8 HS Inv. Rating Method
3 HS Inv. Method
66.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1486 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31950 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14 ft. X 16 ft. x 78 ft. CLR RDWY. RCB SKEWED 30 DEG. LF, W/ 4 ft. CURTAIN WALLS @ BOTH ENDS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:56:33.07 Longitude
-97:34:00.88 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31950 Vault Link
http://plansrv1/bridgemaintvault/b31950 GIS FO/SD
Meets Standards H Inv. Method
66.8 Latitude DD
34.942519 Longitude DD
-97.566911 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31742 x
-10861098.8507926 y
4156072.44682818 |
|||||||||||||||||||||||||||||||||||||
| 31851 | 6118 0245 X | 31851 | — | S.H. 31 | BUCK CREEK | 3-14ft.X12ft.X144ft. RCB SK 35 | 2022 | 34.925556 | -95.686667 | 137.795 | 0 | — | 3 | 35 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31732 BRKEY
31851 NBI No.
31851 On Under
1 Structure No.
6118 0245 X Control No.
018 Lane Ind.
Milepoint
02450 Facility Carried
S.H. 31 Feature Intersected
BUCK CREEK Division
02 County
121 Location
2.45 E JCT U.S. 270 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.99 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
2022 ADT Total
4400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 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
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
137.795 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.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
9 Structure Rating
9 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67 HS Inv. Rating Method
3 HS Inv. Method
51.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31851 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft.X12ft.X144ft. RCB SK 35 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:55:32 Longitude
-95:41:12 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 31 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73 NBI Text
31851 Vault Link
http://plansrv1/bridgemaintvault/b31851 GIS FO/SD
Meets Standards H Inv. Method
51.5 Latitude DD
34.925556 Longitude DD
-95.686667 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31732 x
-10651791.0461455 y
4153769.09812392 |
|||||||||||||||||||||||||||||||||||||
| 32134 | 7218F0703WX | 32134 | — | U.S. 75 | 81ST STREET | 40ft.-140ft.-40ft. STEEL PL GIRDER BRIDGE SK 4.645 DEG RT FWD | 1901 | 36.04611111 | -96.00722222 | 721.785 | -1 | — | 3 | 4 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 30050 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31727 BRKEY
32134 NBI No.
32134 On Under
1 Structure No.
7218F0703WX Control No.
018 Lane Ind.
W Milepoint
07030 Facility Carried
U.S. 75 Feature Intersected
81ST STREET Division
08 County
143 Location
7 N JCT S.H. 67 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1901 ADT Total
30050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
4 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
721.785 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
75200 Future ADT Year
2042 Bypass Detour
0.621371 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32134 ODOT County
72 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
40ft.-140ft.-40ft. STEEL PL GIRDER BRIDGE SK 4.645 DEG RT FWD Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:02:46 Longitude
-96:00:26 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 75 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32134 Vault Link
http://plansrv1/bridgemaintvault/b32134 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.04611111 Longitude DD
-96.00722222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31727 x
-10687475.0900071 y
4306968.04603238 |
|||||||||||||||||||||||||||||||||||||
| 32040 | 1814 1648 X | 32040 | — | S.H. 2 | LITTLE CABIN CREEK | RCB 3 10ft.X8ft. X 119ft. LONG SKEW 15 LT FORWARD UPSTREAM 64ft. AND DOWNSTREAM 55ft. WITH 4ft. CURTAIN WALL UPSTREAM AND DOWNSTREAM | 2022 | 36.866606 | -95.104453 | 35.2 | 0 | — | 3 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
31724 BRKEY
32040 NBI No.
32040 On Under
1 Structure No.
1814 1648 X Control No.
014 Lane Ind.
Milepoint
16480 Facility Carried
S.H. 2 Feature Intersected
LITTLE CABIN CREEK Division
08 County
035 Location
16.5 N JCT U.S. 60 Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2022 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 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
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
35.2 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.4 HS Inv. Rating Method
3 HS Inv. Method
35 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32040 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
RCB 3 10ft.X8ft. X 119ft. LONG SKEW 15 LT FORWARD UPSTREAM 64ft. AND DOWNSTREAM 55ft. WITH 4ft. CURTAIN WALL UPSTREAM AND DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:51:59.78 Longitude
-95:06:16.03 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
32040 Vault Link
http://plansrv1/bridgemaintvault/b32040 GIS FO/SD
Meets Standards H Inv. Method
34.9 Latitude DD
36.866606 Longitude DD
-95.104453 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31724 x
-10586979.2801328 y
4420529.6582182 |
|||||||||||||||||||||||||||||||||||||
| 31945 | 0818F0014 X | 31945 | — | S.H. 19 | UNNAMED CREEK | 2-14ft.X8ft.X168ft. CLR RDY RCB WITH 8ft. CURTAIN WALLS | 1901 | 35.09277778 | -98.61861111 | 91.864 | -1 | — | 2 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31719 BRKEY
31945 NBI No.
31945 On Under
1 Structure No.
0818F0014 X Control No.
018 Lane Ind.
Milepoint
00140 Facility Carried
S.H. 19 Feature Intersected
UNNAMED CREEK Division
07 County
015 Location
.1 E KIOWA C/L Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
91.864 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31945 ODOT County
08 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
2-14ft.X8ft.X168ft. CLR RDY RCB WITH 8ft. CURTAIN WALLS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:05:34 Longitude
-98:37:07 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 5 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31945 Vault Link
http://plansrv1/bridgemaintvault/b31945 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.09277778 Longitude DD
-98.61861111 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31719 x
-10978173.5715051 y
4176496.43244025 |
|||||||||||||||||||||||||||||||||||||
| 31944 | 1704 1518 X | 31944 | — | U.S. 70 | WHISKEY CREEK | 60ft.-80ft.-60ft. X 40ft. CLR RDY TYPE III P.C. BEAM W/ TR4 TRAFFIC RAIL | 2024 | 34.158889 | -98.190556 | 200 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31718 BRKEY
31944 NBI No.
31944 On Under
1 Structure No.
1704 1518 X Control No.
004 Lane Ind.
Milepoint
15180 Facility Carried
U.S. 70 Feature Intersected
WHISKEY CREEK Division
07 County
033 Location
2.9 W JEFFERSON C/L Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
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
67 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1250 Future ADT Year
2042 Bypass Detour
31.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31944 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-80ft.-60ft. X 40ft. CLR RDY TYPE III P.C. BEAM W/ TR4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:09:32 Longitude
-98:11:26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14 NBI Text
31944 Vault Link
http://plansrv1/bridgemaintvault/b31944 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
34.158889 Longitude DD
-98.190556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31718 x
-10930522.6946284 y
4050156.94267281 |
|||||||||||||||||||||||||||||||||||||
| 31940 | 1716 0571 X | 31940 | — | S.H. 5 | UNNAMED CREEK | 3-45ft.X40ft. CLR RDY TYPE II P C BEAM W/TR4 TRAFFIC RAIL | 2024 | 34.23166667 | -98.17694444 | 135 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31714 BRKEY
31940 NBI No.
31940 On Under
1 Structure No.
1716 0571 X Control No.
016 Lane Ind.
Milepoint
05710 Facility Carried
S.H. 5 Feature Intersected
UNNAMED CREEK Division
07 County
033 Location
2.1 W JEFFERSON C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
540 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.3 HS Inv. Rating Method
3 HS Inv. Method
39.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
540 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31940 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft.X40ft. CLR RDY TYPE II P C BEAM W/TR4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:13:54 Longitude
-98:10:37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52 NBI Text
31940 Vault Link
http://plansrv1/bridgemaintvault/b31940 GIS FO/SD
Meets Standards H Inv. Method
39.5 Latitude DD
34.23166667 Longitude DD
-98.17694444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31714 x
-10929007.4627003 y
4059951.78097837 |
|||||||||||||||||||||||||||||||||||||
| 31849 | 3916 0285 X | 31849 | — | S.H. 1 | BUFFALO CREEK | 65ft.-100ft.-65ft. PC BEAM WITH 36 DEG SKEW LEFT FORWARD, 40ft.-0in. CLR RDWY AND CONCRETE RAIL TR4 | 2019 | 34.731111 | -95.23 | 230 | 42.2 | — | 3 | 36 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31712 BRKEY
31849 NBI No.
31849 On Under
1 Structure No.
3916 0285 X Control No.
016 Lane Ind.
Milepoint
02850 Facility Carried
S.H. 1 Feature Intersected
BUFFALO CREEK Division
02 County
077 Location
3 E JCT S.H. 2 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
36 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
230 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31849 ODOT County
39 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
65ft.-100ft.-65ft. PC BEAM WITH 36 DEG SKEW LEFT FORWARD, 40ft.-0in. CLR RDWY AND CONCRETE RAIL TR4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:43:52 Longitude
-95:13:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46 NBI Text
31849 Vault Link
http://plansrv1/bridgemaintvault/b31849 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.731111 Longitude DD
-95.23 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31712 x
-10600955.1082434 y
4127399.97632706 |
|||||||||||||||||||||||||||||||||||||
| 31848 | 3916 0270 X | 31848 | — | S.H. 1 | BUFFALO CREEK O'FLOW | 65ft.-70ft.-65ft. PC BEAM WITH 0 DEG, 40ft.-0in. CLR RDWY AND CONCRETE RAIL TR4 | 2019 | 34.731111 | -95.232778 | 200.5 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31711 BRKEY
31848 NBI No.
31848 On Under
1 Structure No.
3916 0270 X Control No.
016 Lane Ind.
Milepoint
02700 Facility Carried
S.H. 1 Feature Intersected
BUFFALO CREEK O'FLOW Division
02 County
077 Location
2.8 E JCT S.H. 2 Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.5 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
52 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31848 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
65ft.-70ft.-65ft. PC BEAM WITH 0 DEG, 40ft.-0in. CLR RDWY AND CONCRETE RAIL TR4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:43:52 Longitude
-95:13:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
45 NBI Text
31848 Vault Link
http://plansrv1/bridgemaintvault/b31848 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
34.731111 Longitude DD
-95.232778 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31711 x
-10601264.3537889 y
4127399.97632706 |
|||||||||||||||||||||||||||||||||||||
| 31847 | 3916 0258 X | 31847 | — | S.H. 1 | BUFFALO CREEK O'FLOW | 55ft.-70ft.-55ft. PC BEAM WITH 0 DEG, 40ft.-00in. CLR RDWY AND CONCRETE RAIL TR-4 | 2019 | 34.731111 | -95.235 | 180.6 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31710 BRKEY
31847 NBI No.
31847 On Under
1 Structure No.
3916 0258 X Control No.
016 Lane Ind.
Milepoint
02580 Facility Carried
S.H. 1 Feature Intersected
BUFFALO CREEK O'FLOW Division
02 County
077 Location
2.7 E JCT S.H. 2 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99 Underclearance Left
99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.6 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
48 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3100 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31847 ODOT County
39 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
55ft.-70ft.-55ft. PC BEAM WITH 0 DEG, 40ft.-00in. CLR RDWY AND CONCRETE RAIL TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:43:52 Longitude
-95:14:06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44 NBI Text
31847 Vault Link
http://plansrv1/bridgemaintvault/b31847 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.731111 Longitude DD
-95.235 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31710 x
-10601511.7056974 y
4127399.97632706 |
|||||||||||||||||||||||||||||||||||||
| 32132 | 5032 0480WX | 32132 | — | I-35 | S.H. 77D UNDER | 53ft.-68ft.-50ft. CONT. STEEL GIRDERS SK 46 LF, 74ft.-9in. CLR RDWY W / f-SHAPED PARAPET | 2024 | 34.44416667 | -97.12944444 | 169.92 | 77.75 | — | 3 | 46 | 3 | 74.75 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 15200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31707 BRKEY
32132 NBI No.
32132 On Under
1 Structure No.
5032 0480WX Control No.
032 Lane Ind.
W Milepoint
04800 Facility Carried
I-35 Feature Intersected
S.H. 77D UNDER Division
07 County
099 Location
4.8 N CARTER C/L Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
74.75 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2024 ADT Total
15200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
46 No. Main Spans
3 Road Width
74.75 Ref. Underclearance Rt.
H Underclearance Right
4.7 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
66 Span Type Main
M Material
3 - Steel Design
02 Length
169.92 Deck Width
77.75 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.8 HS Inv. Rating Method
3 HS Inv. Method
52.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32132 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft.-68ft.-50ft. CONT. STEEL GIRDERS SK 46 LF, 74ft.-9in. CLR RDWY W / f-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:26:39 Longitude
-97:07:46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
32132 Vault Link
http://plansrv1/bridgemaintvault/b32132 GIS FO/SD
Meets Standards H Inv. Method
52.2 Latitude DD
34.44416667 Longitude DD
-97.12944444 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31707 x
-10812400.2960944 y
4088599.83281485 |
|||||||||||||||||||||||||||||||||||||
| 32035 | 4806 0176 X | 32035 | — | S.H. 32 | HAUANI CREEK | 131ft.-160ft.-131ft. CONT. PL GIRDER SPAN SK 0 W/TRAFFIC RAILING | 2024 | 33.98361111 | -96.90333333 | 1384.514 | 42 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31701 BRKEY
32035 NBI No.
32035 On Under
1 Structure No.
4806 0176 X Control No.
006 Lane Ind.
Milepoint
01760 Facility Carried
S.H. 32 Feature Intersected
HAUANI CREEK Division
02 County
095 Location
11.4 W JCT U.S. 70 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00032 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
2024 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
1384.514 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.2 HS Inv. Rating Method
3 HS Inv. Method
37.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2100 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32035 ODOT County
48 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
131ft.-160ft.-131ft. CONT. PL GIRDER SPAN SK 0 W/TRAFFIC RAILING Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:59:01 Longitude
-96:54:12 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09 NBI Text
32035 Vault Link
http://plansrv1/bridgemaintvault/b32035 GIS FO/SD
Meets Standards H Inv. Method
37.1 Latitude DD
33.98361111 Longitude DD
-96.90333333 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31701 x
-10787229.7224665 y
4026601.61085719 |
|||||||||||||||||||||||||||||||||||||
| 32034 | 6103 0290EX | 32034 | — | U.S. 69 NB | VILLAGE ROAD UNDER | 70ft.-67-70 STL PL GIRDER SPAN X 38ft. CLR RDY | 2022 | 34.905833 | -95.746667 | 679.134 | 41 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 13150 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31700 BRKEY
32034 NBI No.
32034 On Under
1 Structure No.
6103 0290EX Control No.
003 Lane Ind.
E Milepoint
02900 Facility Carried
U.S. 69 NB Feature Intersected
VILLAGE ROAD UNDER Division
02 County
121 Location
2.9 N JCT U.S. 69B Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2022 ADT Total
13150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
679.134 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.9 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
21040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32034 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
70ft.-67-70 STL PL GIRDER SPAN X 38ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:54:21 Longitude
-95:44:48 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
94A NBI Text
32034 Vault Link
http://plansrv1/bridgemaintvault/b32034 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
34.905833 Longitude DD
-95.746667 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31700 x
-10658470.2155931 y
4151091.57690697 |
|||||||||||||||||||||||||||||||||||||
| 32033 | 6103 0290WX | 32033 | — | U.S. 69 SB | VILLAGE ROAD UNDER | 70ft.-67ft.-70ft. STL PL GIRDER SPAN X 38ft. CLR RDY | 2022 | 34.90596389 | -95.74715278 | 207.33 | 41 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 13150 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31699 BRKEY
32033 NBI No.
32033 On Under
1 Structure No.
6103 0290WX Control No.
003 Lane Ind.
W Milepoint
02900 Facility Carried
U.S. 69 SB Feature Intersected
VILLAGE ROAD UNDER Division
02 County
121 Location
2.9 N JCT U.S. 69B Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
39 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2022 ADT Total
13150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
207.33 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.9 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18150 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32033 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
70ft.-67ft.-70ft. STL PL GIRDER SPAN X 38ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:54:21.47 Longitude
-95:44:49.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
94 NBI Text
32033 Vault Link
http://plansrv1/bridgemaintvault/b32033 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
34.90596389 Longitude DD
-95.74715278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31699 x
-10658524.2923754 y
4151109.34392689 |
|||||||||||||||||||||||||||||||||||||
| 31939 | 1716 0561 X | 31939 | — | S.H. 5 | UNNAMED CREEK | 3-45ft.X40ft. CLR RDY TYPE II P.C. BEAM W/TR4 TRAFFIC RAIL | 2024 | 34.23166667 | -98.17861111 | 135 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31695 BRKEY
31939 NBI No.
31939 On Under
1 Structure No.
1716 0561 X Control No.
016 Lane Ind.
Milepoint
05610 Facility Carried
S.H. 5 Feature Intersected
UNNAMED CREEK Division
07 County
033 Location
2.2 W JEFFERSON C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
540 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.3 HS Inv. Rating Method
3 HS Inv. Method
39.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
540 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31939 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft.X40ft. CLR RDY TYPE II P.C. BEAM W/TR4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:13:54 Longitude
-98:10:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51 NBI Text
31939 Vault Link
http://plansrv1/bridgemaintvault/b31939 GIS FO/SD
Meets Standards H Inv. Method
39.5 Latitude DD
34.23166667 Longitude DD
-98.17861111 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31695 x
-10929192.995556 y
4059951.78097837 |
|||||||||||||||||||||||||||||||||||||
| 31938 | 1716 0411 X | 31938 | — | S.H. 5 | WHISKEY CREEK | 3-60ft.X40ft. CLR RDY ROLLED BEAMS WITH TR4 TRAFFIC RAIL | 2024 | 34.23166667 | -98.20472222 | 180 | 42 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31694 BRKEY
31938 NBI No.
31938 On Under
1 Structure No.
1716 0411 X Control No.
016 Lane Ind.
Milepoint
04110 Facility Carried
S.H. 5 Feature Intersected
WHISKEY CREEK Division
07 County
033 Location
4.1 SE JCT S.H. 65 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
540 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46 Span Type Main
M Material
3 - Steel Design
02 Length
180 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.9 HS Inv. Rating Method
3 HS Inv. Method
43.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
540 Future ADT Year
2042 Bypass Detour
2.3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31938 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft.X40ft. CLR RDY ROLLED BEAMS WITH TR4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:13:54 Longitude
-98:12:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49 NBI Text
31938 Vault Link
http://plansrv1/bridgemaintvault/b31938 GIS FO/SD
Meets Standards H Inv. Method
43.8 Latitude DD
34.23166667 Longitude DD
-98.20472222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31694 x
-10932099.6710253 y
4059951.78097837 |
|||||||||||||||||||||||||||||||||||||
| 31843 | 3627F0054 SX | 31843 | — | U.S. 60 BUS | BOIS D' ARC CREEK | 50ft.-64ft.-80ft.-64ft.-50ft. PLATE STEEL GIRDER SPAN STRUCTURE WITH 2-1.5 SAFETY CURBS | 1901 | 36.68916667 | -97.11888889 | 1010.499 | -1 | — | 5 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6714 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31688 BRKEY
31843 NBI No.
31843 On Under
1 Structure No.
3627F0054 SX Control No.
027 Lane Ind.
Milepoint
00540 Facility Carried
U.S. 60 BUS Feature Intersected
BOIS D' ARC CREEK Division
04 County
071 Location
.5 E JCT U.S. 60 Sufficiency
-1 Kind Hwy
2 Level Service
6 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
6714 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
1010.499 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
9280 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31843 ODOT County
36 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
50ft.-64ft.-80ft.-64ft.-50ft. PLATE STEEL GIRDER SPAN STRUCTURE WITH 2-1.5 SAFETY CURBS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:41:21 Longitude
-97:07:08 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 60 BUS Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
31843 Vault Link
http://plansrv1/bridgemaintvault/b31843 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.68916667 Longitude DD
-97.11888889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31688 x
-10811225.2576433 y
4395868.73792044 |
|||||||||||||||||||||||||||||||||||||
| 31842 | 3627F0054 NX | 31842 | — | U.S. 60 BUS. | BOIS D' ARC CREEK | 50ft.-64-80ft.-64ft.-50ft. PLATE STEEL GIRDER SPAN STRUCTURE WITH 2-1.5 SAFETY CURBS | 1901 | 36.68944444 | -97.11888889 | 1010.499 | -1 | — | 5 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6714 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31687 BRKEY
31842 NBI No.
31842 On Under
1 Structure No.
3627F0054 NX Control No.
027 Lane Ind.
Milepoint
00540 Facility Carried
U.S. 60 BUS. Feature Intersected
BOIS D' ARC CREEK Division
04 County
071 Location
.5 E JCT U.S. 60 Sufficiency
-1 Kind Hwy
2 Level Service
6 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
6714 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
1010.499 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
9280 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31842 ODOT County
36 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
50ft.-64-80ft.-64ft.-50ft. PLATE STEEL GIRDER SPAN STRUCTURE WITH 2-1.5 SAFETY CURBS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:41:22 Longitude
-97:07:08 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 60 BUS Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
31842 Vault Link
http://plansrv1/bridgemaintvault/b31842 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.68944444 Longitude DD
-97.11888889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31687 x
-10811225.2576433 y
4395907.29847579 |
|||||||||||||||||||||||||||||||||||||
| 32126 | 5012 0490NX | 32126 | — | S.H. 7 | GUY SANDY CREEK | 75ft.-100ft.-75ft. PCB SK 30 RF, 38ft. CLR | 2022 | 34.506389 | -97.034167 | 250 | 41 | — | 3 | 30 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31683 BRKEY
32126 NBI No.
32126 On Under
1 Structure No.
5012 0490NX Control No.
012 Lane Ind.
N Milepoint
04900 Facility Carried
S.H. 7 Feature Intersected
GUY SANDY CREEK Division
07 County
099 Location
4.9 E U.S. 77 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2022 ADT Total
5200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.9 HS Inv. Rating Method
3 HS Inv. Method
49.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
256 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32126 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-100ft.-75ft. PCB SK 30 RF, 38ft. CLR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:30:23 Longitude
-97:02:03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14 NBI Text
32126 Vault Link
http://plansrv1/bridgemaintvault/b32126 GIS FO/SD
Meets Standards H Inv. Method
49.7 Latitude DD
34.506389 Longitude DD
-97.034167 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31683 x
-10801794.0599895 y
4097002.07270206 |
|||||||||||||||||||||||||||||||||||||
| 32125 | 5568F0634 X | 32125 | — | DOUGLAS BLVD | I-40 | 2-94ft. PC BEAM 112ft. RDY, F-SHAPE, TR-3 | 1901 | 35.43138889 | -97.37055556 | 616.798 | -1 | — | 2 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31682 BRKEY
32125 NBI No.
32125 On Under
1 Structure No.
5568F0634 X Control No.
Lane Ind.
Milepoint
Facility Carried
DOUGLAS BLVD Feature Intersected
I-40 Division
04 County
109 Location
6.5 E JCT I-35 Sufficiency
-1 Kind Hwy
5 Level Service
1 Route No.
95410 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
616.798 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32125 ODOT County
55 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
2-94ft. PC BEAM 112ft. RDY, F-SHAPE, TR-3 Route Flag
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:25:53 Longitude
-97:22:14 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
FAU 9541 DOUGLAS BLVD Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32125 Vault Link
http://plansrv1/bridgemaintvault/b32125 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.43138889 Longitude DD
-97.37055556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
31682 x
-10839240.6631973 y
4222660.80603531 |
|||||||||||||||||||||||||||||||||||||
| 32029 | 3802 0396 X | 32029 | — | U.S. 62B | UNNANED CREEK | 2-12ft.X7ft.X72ft. RCB SK 30 L.F. | 2023 | 34.6525 | -98.965278 | 78.74 | 72 | — | 2 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31677 BRKEY
32029 NBI No.
32029 On Under
1 Structure No.
3802 0396 X Control No.
002 Lane Ind.
Milepoint
03960 Facility Carried
U.S. 62B Feature Intersected
UNNANED CREEK Division
05 County
075 Location
4 NE TILLMAN C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2023 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
78.74 Deck Width
72 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
129.5 HS Inv. Rating Method
3 HS Inv. Method
99.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
900 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32029 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X7ft.X72ft. RCB SK 30 L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:39:09 Longitude
-98:57:55 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 62B Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32029 Vault Link
http://plansrv1/bridgemaintvault/b32029 GIS FO/SD
Meets Standards H Inv. Method
99.8 Latitude DD
34.6525 Longitude DD
-98.965278 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31677 x
-11016764.3531748 y
4116756.98562615 |
|||||||||||||||||||||||||||||||||||||
| 32028 | 3802 0210 X | 32028 | — | U.S. 62B | UNAMED CREEK | 70ft.-100ft.-70ft. PC BEAM SPAN 40.0ft. CLR RDY W/TR4 RAIL | 2023 | 34.652222 | -98.99805556 | 251.67 | 42 | — | 3 | 0 | 2 | 42 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31676 BRKEY
32028 NBI No.
32028 On Under
1 Structure No.
3802 0210 X Control No.
002 Lane Ind.
Milepoint
02100 Facility Carried
U.S. 62B Feature Intersected
UNAMED CREEK Division
05 County
075 Location
2.2 NE TILLMAN C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2023 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42 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
251.67 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.8 HS Inv. Rating Method
3 HS Inv. Method
48.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
900 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32028 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-100ft.-70ft. PC BEAM SPAN 40.0ft. CLR RDY W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:39:08 Longitude
-98:59:53 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
3802 0210 X 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
32028 Vault Link
http://plansrv1/bridgemaintvault/b32028 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
34.652222 Longitude DD
-98.99805556 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31676 x
-11020413.1344634 y
4116719.36567044 |
|||||||||||||||||||||||||||||||||||||
| 32027 | 3802 0223 X | 32027 | — | U.S. 62B | UNNAMED CREEK | 40ft.-50ft.-40ft. P/S CONC BEAM SPAN 40.0ft. CLR | 2023 | 34.652222 | -98.995556 | 141.67 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31675 BRKEY
32027 NBI No.
32027 On Under
1 Structure No.
3802 0223 X Control No.
002 Lane Ind.
Milepoint
02230 Facility Carried
U.S. 62B Feature Intersected
UNNAMED CREEK Division
05 County
075 Location
2.3 NE TILLMAN C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2023 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
141.67 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.1 HS Inv. Rating Method
3 HS Inv. Method
47.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
900 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32027 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. P/S CONC BEAM SPAN 40.0ft. CLR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:39:08 Longitude
-98:59:44 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 62B 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
32027 Vault Link
http://plansrv1/bridgemaintvault/b32027 GIS FO/SD
Meets Standards H Inv. Method
47.7 Latitude DD
34.652222 Longitude DD
-98.995556 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31675 x
-11020134.884717 y
4116719.36567044 |
|||||||||||||||||||||||||||||||||||||
| 32024 | 4804F0280 X | 32024 | — | U.S. 70 | UNNAMED CREEK | 3-10X10 RCB X 174LF | 1901 | 34.075 | -96.74222222 | 98.425 | -1 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4465 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31672 BRKEY
32024 NBI No.
32024 On Under
1 Structure No.
4804F0280 X Control No.
004 Lane Ind.
Milepoint
02800 Facility Carried
U.S. 70 Feature Intersected
UNNAMED CREEK Division
02 County
095 Location
7/10 S S.H. 199 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
4465 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
98.425 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
6240 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32024 ODOT County
48 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-10X10 RCB X 174LF Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:04:30 Longitude
-96:44:32 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 70 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32024 Vault Link
http://plansrv1/bridgemaintvault/b32024 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.075 Longitude DD
-96.74222222 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31672 x
-10769294.9157401 y
4038877.14506336 |
|||||||||||||||||||||||||||||||||||||
| 31837 | 4302 0624 X | 31837 | — | U.S. 77 | OLD US 77 AND RR | 100-145-125-100, STEEL GIRDER SPANS, SK 45 RF | 2024 | 33.824756 | -97.135144 | 475 | 42.2 | — | 4 | 45 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31664 BRKEY
31837 NBI No.
31837 On Under
1 Structure No.
4302 0624 X Control No.
002 Lane Ind.
Milepoint
06240 Facility Carried
U.S. 77 Feature Intersected
OLD US 77 AND RR Division
07 County
085 Location
2.3 N JCT S.H. 153 Sufficiency
99.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
24.67 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
475 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
52.3 HS Inv. Rating Method
3 HS Inv. Method
40.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31837 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100-145-125-100, STEEL GIRDER SPANS, SK 45 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:49:29.12 Longitude
-97:08:06.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 77 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36A NBI Text
31837 Vault Link
http://plansrv1/bridgemaintvault/b31837 GIS FO/SD
Meets Standards H Inv. Method
40.2 Latitude DD
33.824756 Longitude DD
-97.135144 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31664 x
-10813034.7682113 y
4005295.24130412 |
|||||||||||||||||||||||||||||||||||||
| 31835 | 5568R1725 X | 31835 | — | LUTHER ROAD | I-40 | 51ft.-95ft.-95ft.-36ft. STEEL BM SPANS, 0 DEG, 32ft. CLR RDY, TR-3 PARAPETS | 1901 | 35.38388889 | -97.195 | 277 | -1 | — | 4 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 400 | 2015 | 5 | Unmatched | |
|
Raw data
OBJECTID
31662 BRKEY
31835 NBI No.
31835 On Under
1 Structure No.
5568R1725 X Control No.
Lane Ind.
Milepoint
Facility Carried
LUTHER ROAD Feature Intersected
I-40 Division
04 County
109 Location
5.3 E JCT 240 Sufficiency
-1 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1901 ADT Total
400 ADT Year
2015 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
277 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
660 Future ADT Year
2035 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31835 ODOT County
55 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
51ft.-95ft.-95ft.-36ft. STEEL BM SPANS, 0 DEG, 32ft. CLR RDY, TR-3 PARAPETS Route Flag
Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:02 Longitude
-97:11:42 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
LUTHER ROAD Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31835 Vault Link
http://plansrv1/bridgemaintvault/b31835 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.38388889 Longitude DD
-97.195 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
31662 x
-10819697.9076522 y
4216173.26231818 |
|||||||||||||||||||||||||||||||||||||
| 31834 | 5568 1367 X | 31834 | — | I-40 | UNNAMED CREEK | (3)-12ft. X 10ft. X 309ft. RCB CULVERT W/ 8FT CURTAIN WALLS, 0 DEG SKEW | 2020 | 35.387222 | -97.252778 | 38 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 51330 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31661 BRKEY
31834 NBI No.
31834 On Under
1 Structure No.
5568 1367 X Control No.
068 Lane Ind.
Milepoint
13670 Facility Carried
I-40 Feature Intersected
UNNAMED CREEK Division
04 County
109 Location
2 E JCT 240 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
2020 ADT Total
51330 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
Appr. Roadway Width
112 Span Type Main
M Material
1 - Concrete Design
19 Length
38 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
279 HS Inv. Rating Method
3 HS Inv. Method
215 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
98750 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31834 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3)-12ft. X 10ft. X 309ft. RCB CULVERT W/ 8FT CURTAIN WALLS, 0 DEG SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:14 Longitude
-97:15:10 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31834 Vault Link
http://plansrv1/bridgemaintvault/b31834 GIS FO/SD
Meets Standards H Inv. Method
214 Latitude DD
35.387222 Longitude DD
-97.252778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31661 x
-10826129.7251913 y
4216628.37335417 |
|||||||||||||||||||||||||||||||||||||
| 32118 | 1710 1148 X | 32118 | — | S.H. 5 | COX CREEK | 3-+16ft.X9ft. RCB SK 30 RF | 2021 | 34.3625 | -98.460278 | 34 | 72 | — | 3 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 410 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31657 BRKEY
32118 NBI No.
32118 On Under
1 Structure No.
1710 1148 X Control No.
010 Lane Ind.
Milepoint
11480 Facility Carried
S.H. 5 Feature Intersected
COX CREEK Division
07 County
033 Location
11.6 E OF TILLMAN CO Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72 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
2021 ADT Total
410 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
72 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
N Culv. Rating
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.5 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
570 Future ADT Year
2042 Bypass Detour
37.3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32118 ODOT County
17 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-+16ft.X9ft. RCB SK 30 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:21:45 Longitude
-98:27:37 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38 NBI Text
32118 Vault Link
http://plansrv1/bridgemaintvault/b32118 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
34.3625 Longitude DD
-98.460278 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31657 x
-10960548.0103242 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 32117 | 5012F1013 X | 32117 | — | S.H. 7 | UNNAMED CREEK | 2-10ft.X6ft. TO 8ft. RCB SK 30 LF | 1901 | 34.51055556 | -96.94777778 | 65.617 | -1 | — | 2 | 30 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31656 BRKEY
32117 NBI No.
32117 On Under
1 Structure No.
5012F1013 X Control No.
012 Lane Ind.
Milepoint
10130 Facility Carried
S.H. 7 Feature Intersected
UNNAMED CREEK Division
07 County
099 Location
1.2 E JCT U.S. 177 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
65.617 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32117 ODOT County
50 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
2-10ft.X6ft. TO 8ft. RCB SK 30 LF Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:30:38 Longitude
-96:56:52 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 7 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32117 Vault Link
http://plansrv1/bridgemaintvault/b32117 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.51055556 Longitude DD
-96.94777778 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31656 x
-10792177.256009 y
4097564.93126778 |
|||||||||||||||||||||||||||||||||||||
| 32116 | 5012F1296 X | 32116 | — | S.H. 7 | MILL CREEK | 60ft.-75ft.-60 TYPE III PC BEAMS 40ft. CLR RDY W/TR-4 RAIL | 1901 | 34.50916667 | -96.89833333 | 639.764 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31655 BRKEY
32116 NBI No.
32116 On Under
1 Structure No.
5012F1296 X Control No.
012 Lane Ind.
Milepoint
12960 Facility Carried
S.H. 7 Feature Intersected
MILL CREEK Division
07 County
099 Location
4.1 E JCT U.S. 177 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
639.764 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32116 ODOT County
50 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
60ft.-75ft.-60 TYPE III PC BEAMS 40ft. CLR RDY W/TR-4 RAIL Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:30:33 Longitude
-96:53:54 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 7 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32116 Vault Link
http://plansrv1/bridgemaintvault/b32116 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.50916667 Longitude DD
-96.89833333 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31655 x
-10786673.1250125 y
4097377.30366583 |
|||||||||||||||||||||||||||||||||||||
| 32023 | 4804F0250 X | 32023 | — | U.S. 70 | LITTLE GLASSES CREEK | 3-14X10 RCB, 30 DEGREE SK LF X 208LF | 1901 | 34.08055556 | -96.08055556 | 137.795 | -1 | — | 3 | 30 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4465 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31653 BRKEY
32023 NBI No.
32023 On Under
1 Structure No.
4804F0250 X Control No.
004 Lane Ind.
Milepoint
02500 Facility Carried
U.S. 70 Feature Intersected
LITTLE GLASSES CREEK Division
02 County
095 Location
1/3 S OF S.H. 199 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
4465 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
137.795 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
6240 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32023 ODOT County
48 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-14X10 RCB, 30 DEGREE SK LF X 208LF Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:04:50 Longitude
-96:04:50 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 70 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32023 Vault Link
http://plansrv1/bridgemaintvault/b32023 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.08055556 Longitude DD
-96.08055556 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31653 x
-10695638.520074 y
4039623.80539031 |
|||||||||||||||||||||||||||||||||||||
| 31926 | 7295 0020 X | 31926 | — | S.H. 11 | DIRTY BUTTER CREEK | R.C. BOX 3-14ft.X12ft. X116 LONG WITH 6 FT. CURTAIN WALLS. NO SKEW. | 2020 | 36.205833 | -95.968889 | 44 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31646 BRKEY
31926 NBI No.
31926 On Under
1 Structure No.
7295 0020 X Control No.
095 Lane Ind.
Milepoint
00200 Facility Carried
S.H. 11 Feature Intersected
DIRTY BUTTER CREEK Division
08 County
143 Location
.2 E OF PEORIA Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2020 ADT Total
4400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36 Span Type Main
M Material
1 - Concrete Design
19 Length
44 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
109.2 HS Inv. Rating Method
3 HS Inv. Method
84.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31926 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
R.C. BOX 3-14ft.X12ft. X116 LONG WITH 6 FT. CURTAIN WALLS. NO SKEW. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:12:21 Longitude
-95:58:08 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31926 Vault Link
http://plansrv1/bridgemaintvault/b31926 GIS FO/SD
Meets Standards H Inv. Method
84.1 Latitude DD
36.205833 Longitude DD
-95.968889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
31646 x
-10683207.8554762 y
4328980.76268256 |
|||||||||||||||||||||||||||||||||||||
| 31923 | 1016 1921 X | 31923 | — | S.H. 53 | CREEK | 3-12X6 TRANSITION TO 3-12X11 RCB | 2024 | 34.332664 | -97.170581 | 40 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31643 BRKEY
31923 NBI No.
31923 On Under
1 Structure No.
1016 1921 X Control No.
016 Lane Ind.
Milepoint
19210 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
019 Location
19.2 E S.H. 76 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
96 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
2024 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
42 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.7 HS Inv. Rating Method
3 HS Inv. Method
63.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1500 Future ADT Year
2042 Bypass Detour
40 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31923 ODOT County
10 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
3-12X6 TRANSITION TO 3-12X11 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:19:57.59 Longitude
-97:10:14.09 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 53 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50 NBI Text
31923 Vault Link
http://plansrv1/bridgemaintvault/b31923 GIS FO/SD
Meets Standards H Inv. Method
63.7 Latitude DD
34.332664 Longitude DD
-97.170581 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31643 x
-10816979.5970065 y
4073558.62169974 |
|||||||||||||||||||||||||||||||||||||
| 32186 | 7287 0445EX | 32186 | — | NB GILCREASE EXPY | ARKANSAS RIVER | 13 TYPE J PCB SPANS | 2022 | 36.139394 | -96.056936 | 1400 | 47 | — | 13 | 4 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | 2000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
31641 BRKEY
32186 NBI No.
32186 On Under
1 Structure No.
7287 0445EX Control No.
087 Lane Ind.
E Milepoint
04450 Facility Carried
NB GILCREASE EXPY Feature Intersected
ARKANSAS RIVER Division
08 County
143 Location
1.2S of US 64 JCT Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2022 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
4 No. Main Spans
13 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
99.99 Underclearance Left
99.99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1400 Deck Width
47 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32186 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
13 TYPE J PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:08:21.82 Longitude
-96:03:24.97 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
GILCREASE EXPY NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4.45N NBI Text
32186 Vault Link
http://plansrv1/bridgemaintvault/b32186 GIS FO/SD
Meets Standards H Inv. Method
34.3 Latitude DD
36.139394 Longitude DD
-96.056936 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31641 x
-10693009.2026821 y
4319818.76202023 |
|||||||||||||||||||||||||||||||||||||
| 32185 | 7287 0419SXR | 32185 | — | GILCREASEOFFRMP SB | BNSF RAILWAY UNDER | New Structure Unit | 2022 | 36.135397 | -96.058039 | 364 | 58.5 | — | 3 | 35 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | 2000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
31640 BRKEY
32185 NBI No.
32185 On Under
1 Structure No.
7287 0419SXR Control No.
087 Lane Ind.
S Milepoint
04190 Facility Carried
GILCREASEOFFRMP SB Feature Intersected
BNSF RAILWAY UNDER Division
08 County
143 Location
.1NE of W. 21ST ST. S Sufficiency
95 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
44 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2022 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
35 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
30 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
3 - Steel Design
02 Length
364 Deck Width
58.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.6 HS Inv. Rating Method
3 HS Inv. Method
36.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32185 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
14 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
Latitude
36:08:07.43 Longitude
-96:03:28.94 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
SB GILCREASE OFF RMP 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
4.19 NBI Text
32185 Vault Link
http://plansrv1/bridgemaintvault/b32185 GIS FO/SD
Meets Standards H Inv. Method
35.1 Latitude DD
36.135397 Longitude DD
-96.058039 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31640 x
-10693131.9880804 y
4319267.81952031 |
|||||||||||||||||||||||||||||||||||||
| 32184 | 7287 0418WX | 32184 | — | GILCREASE EXPWY SB | BNSF R.R. UNDER | New Structure Unit | 2022 | 36.135414 | -96.0567 | 314 | 47 | — | 3 | 0 | 2 | 44 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | 2000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
31639 BRKEY
32184 NBI No.
32184 On Under
1 Structure No.
7287 0418WX Control No.
087 Lane Ind.
W Milepoint
04180 Facility Carried
GILCREASE EXPWY SB Feature Intersected
BNSF R.R. UNDER Division
08 County
143 Location
1.5S U.S. 64 Sufficiency
95.1 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
44 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2022 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
R Underclearance Right
30 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
3 - Steel Design
02 Length
314 Deck Width
47 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.4 HS Inv. Rating Method
3 HS Inv. Method
29 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32184 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:08:07.49 Longitude
-96:03:24.12 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
GILCREASE EXPWY SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4.18S NBI Text
32184 Vault Link
http://plansrv1/bridgemaintvault/b32184 GIS FO/SD
Meets Standards H Inv. Method
27.6 Latitude DD
36.135414 Longitude DD
-96.0567 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31639 x
-10692982.9312822 y
4319270.16272395 |
|||||||||||||||||||||||||||||||||||||
| 32183 | 7287 0418EX | 32183 | — | GILCREASE EXPWY NB | BNSF R.R. UNDER | New Structure Unit | 2022 | 36.135422 | -96.056436 | 314 | 59 | — | 3 | 0 | 3 | 56 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 2000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
31638 BRKEY
32183 NBI No.
32183 On Under
1 Structure No.
7287 0418EX Control No.
087 Lane Ind.
E Milepoint
04180 Facility Carried
GILCREASE EXPWY NB Feature Intersected
BNSF R.R. UNDER Division
08 County
143 Location
1.5S U.S. 64 Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
44 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2022 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
56 Ref. Underclearance Rt.
R Underclearance Right
30 Underclearance Left
30 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
3 - Steel Design
02 Length
314 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63.4 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32183 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:08:07.52 Longitude
-96:03:23.17 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
GILCREASE EXPWY NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4.18N NBI Text
32183 Vault Link
http://plansrv1/bridgemaintvault/b32183 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
36.135422 Longitude DD
-96.056436 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31638 x
-10692953.5429367 y
4319271.2654082 |
|||||||||||||||||||||||||||||||||||||
| 32182 | 7287 0405SX | 32182 | — | GILCREASE EXPY SB | W. 21ST STREET S. UNDER | New Structure Unit | 2022 | 36.133544 | -96.056319 | 199 | 59 | — | 3 | 12 | 3 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | 2000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
31637 BRKEY
32182 NBI No.
32182 On Under
1 Structure No.
7287 0405SX Control No.
087 Lane Ind.
S Milepoint
04050 Facility Carried
GILCREASE EXPY SB Feature Intersected
W. 21ST STREET S. UNDER Division
08 County
143 Location
1.6S of US 64 JUNCTION Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
56 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2022 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
56 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
25 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
199 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.8 HS Inv. Rating Method
3 HS Inv. Method
36.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32182 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:08:00.76 Longitude
-96:03:22.75 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
SB GILCREASE EXPY Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4.04S NBI Text
32182 Vault Link
http://plansrv1/bridgemaintvault/b32182 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
36.133544 Longitude DD
-96.056319 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31637 x
-10692940.5185562 y
4319012.41336624 |
|||||||||||||||||||||||||||||||||||||
| 32181 | 7287 0404NX | 32181 | — | NB GILCREASE EXPY | W. 21ST STREET S. UNDER | 39FT X 106FT X 54FT PRESTRESSED CONC. BM. SPAN | 2022 | 36.133561 | -96.056036 | 199 | 59 | — | 3 | 12 | 3 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | 2000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
31636 BRKEY
32181 NBI No.
32181 On Under
1 Structure No.
7287 0404NX Control No.
087 Lane Ind.
N Milepoint
04040 Facility Carried
NB GILCREASE EXPY Feature Intersected
W. 21ST STREET S. UNDER Division
08 County
143 Location
1.6S of US 64 JUNCTION Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
44 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2022 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
56 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
25 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
199 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.2 HS Inv. Rating Method
3 HS Inv. Method
47.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32181 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39FT X 106FT X 54FT PRESTRESSED CONC. BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:08:00.82 Longitude
-96:03:21.73 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
GILCREASE EXPY NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4.04N NBI Text
32181 Vault Link
http://plansrv1/bridgemaintvault/b32181 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
36.133561 Longitude DD
-96.056036 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
31636 x
-10692909.0151403 y
4319014.75651456 |
|||||||||||||||||||||||||||||||||||||
| 32111 | 0314 1354 X | 32111 | — | S.H. 7 | CREEK | 1-20ft.X10ft. RCB X 78LF | 2022 | 34.374444 | -96.180556 | 78 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | 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 | 3000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31632 BRKEY
32111 NBI No.
32111 On Under
1 Structure No.
0314 1354 X Control No.
014 Lane Ind.
Milepoint
13540 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
02 County
005 Location
13.54 E JOHNSON C/L Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
2022 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
78 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.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80 HS Inv. Rating Method
3 HS Inv. Method
61.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
44.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32111 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
1-20ft.X10ft. RCB X 78LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:22:28 Longitude
-96:10:50 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
32111 Vault Link
http://plansrv1/bridgemaintvault/b32111 GIS FO/SD
Meets Standards H Inv. Method
61.6 Latitude DD
34.374444 Longitude DD
-96.180556 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31632 x
-10706770.5181339 y
4079192.21026379 |
|||||||||||||||||||||||||||||||||||||
| 32110 | 0314 1181 X | 32110 | — | S.H. 7 | CREEK | 1-20ft.X10ft. RCB X 120ft.LF | 2022 | 34.374722 | -96.210833 | 120 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | 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 | 3000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31631 BRKEY
32110 NBI No.
32110 On Under
1 Structure No.
0314 1181 X Control No.
014 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
02 County
005 Location
11.81 E JOHNSON C/L Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.99 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
2022 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
120 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
131.3 HS Inv. Rating Method
3 HS Inv. Method
101.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
44.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32110 ODOT County
03 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
1-20ft.X10ft. RCB X 120ft.LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:22:29 Longitude
-96:12:39 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
53 NBI Text
32110 Vault Link
http://plansrv1/bridgemaintvault/b32110 GIS FO/SD
Meets Standards H Inv. Method
101.2 Latitude DD
34.374722 Longitude DD
-96.210833 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31631 x
-10710140.9383567 y
4079229.70501381 |