Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1) ·
Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5mi W. of N. Lake Blvd. ' (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) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 mi east of US 1 & PGA' (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 E of Military Trail ' (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) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI 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 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) ·
'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) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
I-95 over Wickham Road (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
121 (1) ·
12100 (1) ·
12600 (1) ·
13500 (1) ·
13716 (1) ·
14600 (1) ·
15043 (1) ·
171500 (1) ·
17300 (1) ·
20000 (1) ·
213000 (1) ·
26000 (1) ·
27000 (1) ·
28000 (1) ·
34500 (1) ·
3500 (1) ·
38250 (1) ·
47500 (1) ·
500 (1) ·
5000 (1) ·
55500 (1) ·
6000 (1) ·
630 (1) ·
68000 (1) ·
6900 (1) ·
7000 (1) ·
7400 (1) ·
800 (1) ·
85750 (1) ·
8800 (1) ·
9100 (1) ·
9188 (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)
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) ·
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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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 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)
Future 114:
10250 (1) ·
1041 (1) ·
10410 (1) ·
117980 (1) ·
11972 (1) ·
12839 (1) ·
1388 (1) ·
148776 (1) ·
150 (1) ·
15268 (1) ·
15789 (1) ·
15941 (1) ·
20574 (1) ·
20993 (1) ·
21861 (1) ·
23422 (1) ·
25331 (1) ·
26100 (1) ·
297552 (1) ·
30015 (1) ·
32400 (1) ·
34700 (1) ·
369555 (1) ·
45110 (1) ·
48580 (1) ·
59858 (1) ·
600 (1) ·
6000 (1) ·
6073 (1) ·
66364 (1) ·
82412 (1) ·
96292 (1)
Clearance 116:
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