Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Facility 007:
Number 008:
'.5mi W. of N. Lake Blvd. ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
Longitude 017:
116000 (1) ·
1200 (1) ·
121 (1) ·
12600 (1) ·
13500 (1) ·
13716 (1) ·
15043 (1) ·
171500 (1) ·
17300 (1) ·
20000 (1) ·
213000 (1) ·
23000 (1) ·
232000 (1) ·
236000 (1) ·
26000 (1) ·
27000 (1) ·
28000 (1) ·
3240 (1) ·
34500 (1) ·
3500 (1) ·
38250 (1) ·
47500 (1) ·
500 (1) ·
5000 (1) ·
6000 (1) ·
630 (1) ·
7000 (1) ·
7350 (1) ·
7400 (1) ·
800 (1) ·
85750 (1) ·
9100 (1) ·
9188 (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 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)
10250 (1) ·
1041 (1) ·
10410 (1) ·
12752 (1) ·
12839 (1) ·
1388 (1) ·
148776 (1) ·
150 (1) ·
1500 (1) ·
15789 (1) ·
15941 (1) ·
201260 (1) ·
20574 (1) ·
21861 (1) ·
23422 (1) ·
26100 (1) ·
297552 (1) ·
30015 (1) ·
32400 (1) ·
34700 (1) ·
369555 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
45110 (1) ·
48580 (1) ·
5205 (1) ·
59858 (1) ·
600 (1) ·
6000 (1) ·
6073 (1) ·
66364 (1) ·
82412 (1)
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