Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Fellsmere (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Malabar (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Sewall's Point (1) ·
South Daytona (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWA Retention Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-76A ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HARRIS RD ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jog Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'Loxahatchee Slough' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD ' (1) ·
'S. Burnett Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'Willowood Drive ' (1) ·
I-95 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10000 (1) ·
101 (1) ·
1340 (1) ·
14600 (1) ·
16000 (1) ·
18000 (1) ·
18300 (1) ·
19400 (1) ·
19900 (1) ·
200 (1) ·
21382 (1) ·
21500 (1) ·
22000 (1) ·
2900 (1) ·
29000 (1) ·
2993 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
3240 (1) ·
3245 (1) ·
32500 (1) ·
3600 (1) ·
400 (1) ·
49000 (1) ·
50 (1) ·
5792 (1) ·
6042 (1) ·
61500 (1) ·
6250 (1) ·
748 (1) ·
9400 (1) ·
9450 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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:
10844 (1) ·
10875 (1) ·
1249 (1) ·
126 (1) ·
15000 (1) ·
1603 (1) ·
16309 (1) ·
16396 (1) ·
200 (1) ·
25331 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
33659 (1) ·
34526 (1) ·
3460 (1) ·
37098 (1) ·
37303 (1) ·
38170 (1) ·
3927 (1) ·
40625 (1) ·
4858 (1) ·
50 (1) ·
500 (1) ·
5031 (1) ·
50315 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
6246 (1) ·
6300 (1) ·
7008 (1) ·
85015 (1) ·
88900 (1)
Future Year 115:
Clearance 116:
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