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:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'I-95 ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Loxahatchee River ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Rio Mar Bay ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CR-4009 ' (1) ·
'Crosstown Parkway ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Island Way ' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'Palm Bay Parkway ' (1) ·
'Park Road ' (1) ·
'River Drive ' (1) ·
'Riverbend Park Rd ' (1) ·
'Spanish River Blvd' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
705604 (1) ·
705924 (1) ·
794193 (1) ·
885811 (1) ·
885812 (1) ·
930441 (1) ·
930801 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
934176 (1) ·
934177 (1) ·
934179 (1) ·
934361 (1) ·
934711 (1) ·
934960 (1) ·
935222 (1) ·
936776 (1) ·
945274 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'100Ft. South of Bay Drive' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26203857 (1) ·
26231070 (1) ·
26284041 (1) ·
26290520 (1) ·
26342300 (1) ·
26354162 (1) ·
26362838 (1) ·
26404400 (1) ·
26410344 (1) ·
26515528 (1) ·
26555800 (1) ·
26561000 (1) ·
26563620 (1) ·
26572884 (1) ·
27174000 (1) ·
27382700 (1) ·
27382938 (1) ·
28004870 (1) ·
28073710 (1) ·
28155940 (1) ·
28160000 (1) ·
29052660 (1)
Longitude 017:
80054717 (1) ·
80054960 (1) ·
80061282 (1) ·
80071860 (1) ·
80074430 (1) ·
80074938 (1) ·
80082400 (1) ·
80102700 (1) ·
80104200 (1) ·
80210453 (1) ·
80214090 (1) ·
80214400 (1) ·
80253500 (1) ·
80324800 (1) ·
80380610 (1) ·
80384610 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80462658 (1) ·
80492277 (1) ·
81013690 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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) ·
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:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
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:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
