Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
None (1) ·
58725 (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Jupiter (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Ormond Beach (1) ·
Pahokee (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Stuart (1) ·
Vero Beach (1)
'Barge Canal ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-17 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-38 CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'MAPLE CREEK ' (1) ·
'Moore's Creek ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SLOUGH ' (1) ·
'South Relief Canal ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
'CONGRESS AVE ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Emerson Ave 27th A' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'INLET CAY DR. ' (1) ·
'JOG RD NB ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'Pinehurst Ave N ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-3 ' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'SR-507 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'US98/441 SR15/700 ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'ADJACENT TO US-441 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1)
Latitude 016:
Longitude 017:
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)
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)
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)
Showing below up to 42 results in range #1 to #42.
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