Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 N/S TPK ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'Congress Avenue ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'Esplanade Avenue ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'Trailwood Drive ' (1) ·
Overpass Ramp (1)
Number 008:
700218 (1) ·
796413 (1) ·
796414 (1) ·
930384 (1) ·
930457 (1) ·
930459 (1) ·
930488 (1) ·
930489 (1) ·
930493 (1) ·
930525 (1) ·
930527 (1) ·
930528 (1) ·
930529 (1) ·
931011 (1)
Location 009:
'0.25 mi N of Belvedere Rd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'2 miles west of Turnpike ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'Between SR704 and 12th St' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'North of P. Beach Airport' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
Culvert 062:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
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:
11958 (1) ·
122864 (1) ·
125788 (1) ·
130993 (1) ·
137065 (1) ·
14921 (1) ·
198658 (1) ·
23422 (1) ·
23596 (1) ·
33486 (1) ·
400 (1) ·
47712 (1) ·
500 (1)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
