Drilldown: bridge data

From Indian River Lagoon Project
bridge data > County 003: Other & Location 009 : '0.25Mi S/O Wiltshire Blvd' or 'AT CR-615 - 66TH AVE '

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ObjectID:
15182 (1) · 18779 (1)
Status:
MM (1) · ST (1)
Date:
04-19 (1) · 05-03 (1)
County 003: (Click arrow to add another value)
Place 004:
Port Orange (1) · Vero Beach (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'Cambridge Canal ' (1) · 'LATERAL CANAL A ' (1)
Critical 006b:
None (1)
Facility 007:
'26TH STREET ' (1) · 'Trailwood Drive ' (1)
Number 008:
796414 (1) · 884061 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27384653 (1) · 29060108 (1)
Longitude 017:
80274670 (1) · 80591575 (1)
Owner 022:
City (1) · County (1)
Built 027:
1998 (1) · 2013 (1)
Lanes 028a:
2 (1) · 3 (1)
Traffic 029:
1000 (1) · 200 (1)
Traffic Year 030:
2014 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1) · Wood (1)
Type 043b:
Culvert (1) · Stringer/Multi-beam/Girder (1)
Length 049:
14 (1) · 6 (1)
Width 052:
0 (1) · 7 (1)
Deck 058:
Good (1) · N/A (1)
Superstructure 059:
N/A (1) · Very Good (1)
Substructure 060:
N/A (1) · Very Good (1)
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) · Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
05-16 (1) · 12-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
N/A (1) · Wood (1)
Scour 113:
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1)
Future 114:
1250 (1) · 400 (1)
Future Year 115:
2036 (1) · 2039 (1)
Clearance 116:
None (1)

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