Drilldown: bridge data
From Indian River Lagoon Project
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12236 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'BARBARA BASIN ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'Berrys Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-2-E Canal ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-4 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Misner Creek ' (1) ·
'NORTH CANAL ' (1) ·
'Nova Canal ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-60 EB ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'West Farms Road ' (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
790149 (1) ·
790167 (1) ·
790168 (1) ·
790169 (1) ·
790179 (1) ·
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934297 (1)
Location 009:
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.5 miles South of SR 806' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'8th St West of SR-5A ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-5A at 3rd St ' (1) ·
SR-520 - Banana River (1)
Latitude 016:
26262220 (1) ·
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29140326 (1) ·
29140999 (1) ·
29164002 (1)
Longitude 017:
80035976 (1) ·
80040125 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80041000 (1) ·
80041281 (1) ·
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80084280 (1) ·
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80230306 (1) ·
80230357 (1) ·
80285590 (1) ·
80310465 (1) ·
80365438 (1) ·
80403784 (1) ·
80551845 (1) ·
81025860 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81051670 (1) ·
81161879 (1)
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 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) ·
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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:
10063 (1) ·
10712 (1) ·
125788 (1) ·
136198 (1) ·
17350 (1) ·
176174 (1) ·
17697 (1) ·
181308 (1) ·
198658 (1) ·
200 (1) ·
23422 (1) ·
27760 (1) ·
288 (1) ·
30362 (1) ·
330 (1) ·
44243 (1) ·
45978 (1) ·
51182 (1) ·
55520 (1) ·
5899 (1) ·
6000 (1) ·
79810 (1) ·
8328 (1) ·
8352 (1) ·
9196 (1) ·
954 (1)
Clearance 116:
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