Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Burns Road ' (1) ·
'C-52 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EL RIO CANAL ' (1) ·
'FL TPK (SR-91) ' (1) ·
'I-95 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida Road ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rowland Canal ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
St Johns River (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'CAMINO REAL ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Roebuck Road ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR-60 EB ' (1) ·
'TROPICALIA AVE. ' (1) ·
'West Farms Road ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2Mi. West of CR-512 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach - Broward Line' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
1000 (1) ·
10063 (1) ·
10712 (1) ·
125788 (1) ·
13360 (1) ·
148776 (1) ·
150 (1) ·
17350 (1) ·
176174 (1) ·
1800 (1) ·
181308 (1) ·
198658 (1) ·
20994 (1) ·
2275 (1) ·
23422 (1) ·
24776 (1) ·
27760 (1) ·
288 (1) ·
300 (1) ·
45978 (1) ·
49448 (1) ·
5899 (1) ·
6 (1) ·
6159 (1) ·
7634 (1) ·
8328 (1) ·
9196 (1)
Clearance 116:
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