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:
Route 005d:
Features 006a:
'CSX-RR ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'E/B S.R. A1A ' (1) ·
'LPGA Blvd ' (1) ·
'NB US-27 SR-25 ' (1) ·
'Port St. Lucie Bld' (1) ·
'SR-421 ' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
700193 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790171 (1) ·
790173 (1) ·
790176 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
880087 (1) ·
880106 (1) ·
890158 (1) ·
890160 (1) ·
930353 (1) ·
930370 (1) ·
930463 (1) ·
930464 (1) ·
930469 (1) ·
940142 (1)
Location 009:
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
26200920 (1) ·
26271300 (1) ·
26313736 (1) ·
26314000 (1) ·
26422570 (1) ·
27115581 (1) ·
27115681 (1) ·
27162224 (1) ·
27382059 (1) ·
27390707 (1) ·
28212603 (1) ·
29012750 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29061303 (1) ·
29064881 (1) ·
29125666 (1) ·
29125688 (1) ·
29131187 (1) ·
29181820 (1)
Longitude 017:
80031431 (1) ·
80043790 (1) ·
80121500 (1) ·
80121800 (1) ·
80122748 (1) ·
80122859 (1) ·
80213032 (1) ·
80225301 (1) ·
80274947 (1) ·
80321860 (1) ·
80404702 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81005684 (1) ·
81005748 (1) ·
81012996 (1) ·
81053911 (1) ·
81061122 (1) ·
81211769 (1)
Owner 022: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
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 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 21 results in range #1 to #21.
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