Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
None (1) ·
24350 (1) ·
24387 (1) ·
30975 (1) ·
54175 (1) ·
77275 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cloud Lake (1) ·
Daytona Beach (1) ·
DeBary (1) ·
DeLand (1) ·
Deltona (1) ·
Holly Hill (1) ·
Indialantic (1) ·
Lake Worth (1) ·
Micco (1) ·
North Palm Beach village (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
West Palm Beach (1)
'BELCHER CANAL C-25 ' (1) ·
'BESSEY CREEK ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Creek ' (1) ·
'Danforth Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'Halifax River IWW ' (1) ·
'I-4 ' (1) ·
'Kellers Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'North Lake ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'Reed Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Johns River ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Canal (1)
'36TH STREET ' (1) ·
'53RD STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'Berry Avenue ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Lake Ashby Road ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'MURPHY RD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Sixth St. ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR802 (Lake Worth)' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'US-1 ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR - 714 ' (1) ·
US-1 (1)
Number 008:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-40 over IWW ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-441 and SR-76 ' (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10158 (1) ·
10900 (1) ·
12700 (1) ·
1440 (1) ·
14500 (1) ·
1500 (1) ·
16290 (1) ·
172 (1) ·
17750 (1) ·
18000 (1) ·
20150 (1) ·
21000 (1) ·
2300 (1) ·
23500 (1) ·
283 (1) ·
3400 (1) ·
34500 (1) ·
3600 (1) ·
36000 (1) ·
440 (1) ·
44400 (1) ·
4483 (1) ·
4500 (1) ·
45000 (1) ·
4700 (1) ·
5000 (1) ·
5500 (1) ·
55000 (1) ·
5900 (1) ·
7161 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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)
10236 (1) ·
12291 (1) ·
12424 (1) ·
1665 (1) ·
18912 (1) ·
19050 (1) ·
2000 (1) ·
2020 (1) ·
208 (1) ·
25158 (1) ·
2603 (1) ·
28263 (1) ·
30796 (1) ·
31230 (1) ·
342 (1) ·
34960 (1) ·
36435 (1) ·
3990 (1) ·
3991 (1) ·
40772 (1) ·
4320 (1) ·
5899 (1) ·
59858 (1) ·
6000 (1) ·
62460 (1) ·
694 (1) ·
7050 (1) ·
7140 (1) ·
77034 (1) ·
7778 (1) ·
78075 (1) ·
95425 (1) ·
9625 (1)
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