Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Facility 007 : 'North 14th Street ' or 'SR 794 (Yamato Rd)' & Superstructure 059: Other

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ObjectID:
15580 (1) · 19561 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003:
Palm Beach (1) · Saint Lucie (1)
Place 004:
Boca Raton (1) · Fort Pierce (1)
Route 005d:
00000 (1) · 00794 (1)
Direction 005e:
None (1)
Features 006a:
'El Rio Canal (E-4) ' (1) · 'Moore's Creek ' (1)
Critical 006b:
None (1)
Facility 007: (Click arrow to add another value)
Number 008:
930015 (1) · 945016 (1)
Location 009:
'0.26 Miles North of CR-68' (1) · 'E Congress Ave. & W I-95 ' (1)
Latitude 016:
26233940 (1) · 27270340 (1)
Longitude 017:
80055515 (1) · 80201790 (1)
Owner 022:
City (1) · FDOT (1)
Built 027:
1967 (1) · 2009 (1)
Lanes 028a:
2 (1) · 9 (1)
Traffic 029:
1400 (1) · 57500 (1)
Traffic Year 030:
2016 (1) · 2017 (1)
Service On 042a:
Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Stringer/Multi-beam/Girder (1)
Length 049:
27 (1) · 8 (1)
Width 052:
0 (1) · 40 (1)
Deck 058:
N/A (1) · Very Good (1)
Superstructure 059: (Click arrow to add another value)
Substructure 060:
N/A (1) · Satisfactory (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) · Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1)
Culvert 062:
N/A (1) · No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Inspect Date 090:
02-16 (1) · 03-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1) · 2004 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · N/A (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:
2256 (1) · 99763 (1)
Future Year 115:
2038 (1) · 2039 (1)
Clearance 116:
None (1)

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