Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'CR 702 45th Street ' (1) ·
'Drainage Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'Hillsboro Canal ' (1) ·
'I 95 and SR 704 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'Summit Boulevard ' (1) ·
'SWA Retention Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
930190 (1) ·
930235 (1) ·
930291 (1) ·
930292 (1) ·
930294 (1) ·
930469 (1) ·
930488 (1) ·
930489 (1) ·
930494 (1) ·
930520 (1) ·
930540 (1) ·
930812 (1) ·
934158 (1) ·
934171 (1) ·
937708 (1)
Location 009:
'0.25 mi N of Belvedere Rd' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'At Exit 74 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SB Ramp to WPB Airport ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
114500 (1) ·
11500 (1) ·
115000 (1) ·
13716 (1) ·
213000 (1) ·
222000 (1) ·
226000 (1) ·
3500 (1) ·
5800 (1) ·
6042 (1) ·
68700 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (Click arrow to add another value)
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:
10063 (1) ·
10875 (1) ·
119194 (1) ·
120 (1) ·
198658 (1) ·
19952 (1) ·
199525 (1) ·
20574 (1) ·
369555 (1) ·
385170 (1) ·
392110 (1) ·
6073 (1)
Clearance 116:
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