Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Features 006a : 'Palm Beach Lake Blvd ' or 'QUAIL COVEY ROAD ' or 'Taylor Creek(C-25 Canal)'

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ObjectID:
15863 (1) · 15864 (1) · 16011 (1) · 19439 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1) · 06-03 (1)
County 003:
Palm Beach (1) · Saint Lucie (1)
Place 004:
Boynton Beach (1) · Fort Pierce (1) · West Palm Beach (1)
Route 005d:
00000 (1) · 00001 (1) · 00095 (1)
Direction 005e:
None (1)
Features 006a: (Click arrow to add another value)
Critical 006b:
None (1)
Facility 007:
'I 95 SR 9 NB ' (1) · 'SR-5 (U.S. 1) ' (1) · 'Woolbright Road EB' (1) · 'Woolbright Road WB' (1)
Number 008:
930531 (1) · 934468 (1) · 934469 (1) · 940009 (1)
Location 009:
'0.7MI W OF CONGRESS AVE ' (1) · '0.7MI W OF CONGRESS AVE.' (1) · '1 mile North of SR 704 ' (1) · '1.25mi N of SR-68 ' (1)
Latitude 016:
26304774 (1) · 26304823 (1) · 26430835 (1) · 27275800 (1)
Longitude 017:
80052215 (1) · 80060834 (1) · 80060838 (1) · 80195440 (1)
Owner 022:
County (1) · FDOT (1)
Built 027:
1948 (1) · 1991 (1) · 2009 (1)
Lanes 028a:
2 (1) · 4 (1) · 5 (1)
Traffic 029:
106500 (1) · 21500 (1) · 25000 (1)
Traffic Year 030:
2015 (1) · 2016 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Stringer/Multi-beam/Girder (1) · Tee beam (1)
Length 049:
18 (1) · 64 (1) · 80 (1)
Width 052:
13 (1) · 21 (1) · 28 (1)
Deck 058:
Good (1) · Very Good (1)
Superstructure 059:
Good (1) · Very Good (1)
Substructure 060:
Satisfactory (1) · Very Good (1)
Channel 061:
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) · N/A (1)
Culvert 062:
N/A (1)
Inspect Date 090:
01-17 (1) · 03-16 (1) · 07-16 (1)
Direction 102:
1 - way (1) · 2 - way (1)
Rebuilt 106:
None (1) · 2004 (1)
Deck Type 107:
Concrete Cast-in-Place (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) · Bridge not over waterway. (1)
Future 114:
184778 (1) · 37303 (1) · 43375 (1)
Future Year 115:
2037 (1) · 2038 (1) · 2039 (1)
Clearance 116:
None (1)

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