Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
None (1) ·
54175 (1) ·
74625 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Stuart (1) ·
Wellington village (1) ·
West Palm Beach (1)
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (1) ·
'Drainage Canal ' (1) ·
'E-4 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-3 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'West Palm Beach Canal ' (1)
'10TH AVE NORTH ' (1) ·
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'Riverside Dr ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
1139 (1) ·
12250 (1) ·
13300 (1) ·
16000 (1) ·
1810 (1) ·
20000 (1) ·
2050 (1) ·
20500 (1) ·
2160 (1) ·
22500 (1) ·
24000 (1) ·
25474 (1) ·
28500 (1) ·
30000 (1) ·
30500 (1) ·
32750 (1) ·
33000 (1) ·
34500 (1) ·
40000 (1) ·
43500 (1) ·
6000 (1) ·
6700 (1) ·
716 (1) ·
7600 (1) ·
7630 (1) ·
769 (1) ·
8325 (1) ·
9700 (1)
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) ·
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)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
1000 (1) ·
10073 (1) ·
10410 (1) ·
11625 (1) ·
13186 (1) ·
13238 (1) ·
1378 (1) ·
1379 (1) ·
16830 (1) ·
2091 (1) ·
21254 (1) ·
23076 (1) ·
27000 (1) ·
27760 (1) ·
34700 (1) ·
3556 (1) ·
35568 (1) ·
39037 (1) ·
41640 (1) ·
44197 (1) ·
49447 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
69400 (1) ·
75472 (1) ·
828 (1) ·
930 (1) ·
931 (1)
Showing below up to 42 results in range #1 to #42.
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