Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'Boynton Canal C-16 ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I-95 ' (1) ·
'Lantana Road ' (1) ·
'Little Haw Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007:
'Caballero Ave ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'Eldron Blvd ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lantana to I 95 SB' (1) ·
'Marsh Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR-710 Beeline Hwy' (1)
Number 008:
704019 (1) ·
705913 (1) ·
705914 (1) ·
705916 (1) ·
794067 (1) ·
880071 (1) ·
880076 (1) ·
890106 (1) ·
930259 (1) ·
930261 (1) ·
930262 (1) ·
930273 (1) ·
930274 (1) ·
930275 (1) ·
930287 (1) ·
930291 (1) ·
930292 (1) ·
930294 (1) ·
930298 (1) ·
930299 (1) ·
937358 (1)
Location 009:
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 / SR 882 ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Oslo Rd. over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
138 (1) ·
1394 (1) ·
14000 (1) ·
190500 (1) ·
2059 (1) ·
2122 (1) ·
226000 (1) ·
236000 (1) ·
500 (1) ·
5000 (1) ·
6062 (1) ·
6298 (1) ·
6400 (1) ·
6900 (1)
Service On 042a: (Click arrow to add another value)
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) ·
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:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
11972 (1) ·
15000 (1) ·
1612 (1) ·
168 (1) ·
199525 (1) ·
201260 (1) ·
20820 (1) ·
22555 (1) ·
24290 (1) ·
2568 (1) ·
330518 (1) ·
3572 (1) ·
392110 (1) ·
409460 (1) ·
600 (1) ·
7032 (1) ·
7279 (1) ·
8675 (1)
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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