Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
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Route 005d:
Features 006a:
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canoe Creek ' (1) ·
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'East Indian River Relief' (1) ·
'EL RIO CANAL ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
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'ICWW ' (1) ·
'Indian River ' (1) ·
'L-5 Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Loxahatchee Slough ' (1) ·
'M-2 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-40 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'CAMINO REAL ' (1) ·
'East Island Access' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'LPGA Blvd ' (1) ·
'Melaleuca Lane ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Spanish River Blvd' (1) ·
'SR-44 EB ' (1) ·
'SR-520 ' (1) ·
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'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-60 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'TROPICALIA AVE. ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
Number 008:
700193 (1) ·
700217 (1) ·
700219 (1) ·
700220 (1) ·
700221 (1) ·
704099 (1) ·
704100 (1) ·
790171 (1) ·
790189 (1) ·
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934179 (1) ·
934240 (1) ·
934361 (1) ·
934960 (1) ·
935223 (1) ·
936551 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I-95 over SR-40 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26200920 (1) ·
26203857 (1) ·
26231230 (1) ·
26272575 (1) ·
26272647 (1) ·
26290135 (1) ·
26322016 (1) ·
26362838 (1) ·
26364054 (1) ·
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26403485 (1) ·
26422645 (1) ·
26481194 (1) ·
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28212764 (1) ·
28221009 (1) ·
28240920 (1) ·
28272397 (1) ·
28275799 (1) ·
29010271 (1) ·
29131187 (1) ·
29152514 (1)
Longitude 017:
80040825 (1) ·
80040879 (1) ·
80041085 (1) ·
80041535 (1) ·
80041914 (1) ·
80054960 (1) ·
80055200 (1) ·
80065730 (1) ·
80071860 (1) ·
80074938 (1) ·
80075297 (1) ·
80075632 (1) ·
80101483 (1) ·
80101580 (1) ·
80102125 (1) ·
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80103398 (1) ·
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80111100 (1) ·
80113000 (1) ·
80115000 (1) ·
80140376 (1) ·
80162515 (1) ·
80184167 (1) ·
80242065 (1) ·
80274947 (1) ·
80321860 (1) ·
80385322 (1) ·
80385336 (1) ·
80404702 (1) ·
80440500 (1) ·
80494783 (1) ·
80495800 (1) ·
80522246 (1) ·
81061122 (1) ·
81065740 (1) ·
81135501 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10500 (1) ·
1200 (1) ·
121 (1) ·
12100 (1) ·
13250 (1) ·
13600 (1) ·
14600 (1) ·
14900 (1) ·
171500 (1) ·
17982 (1) ·
1950 (1) ·
200 (1) ·
25474 (1) ·
26500 (1) ·
28250 (1) ·
28500 (1) ·
3000 (1) ·
3200 (1) ·
3550 (1) ·
4 (1) ·
4200 (1) ·
6000 (1) ·
66000 (1) ·
7300 (1) ·
7700 (1) ·
78500 (1) ·
8150 (1) ·
8200 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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:
Rebuilt 106:
Deck Type 107:
Scour 113:
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)
Future 114:
1000 (1) ·
10410 (1) ·
114510 (1) ·
12666 (1) ·
13360 (1) ·
136198 (1) ·
14140 (1) ·
14227 (1) ·
150 (1) ·
157712 (1) ·
1800 (1) ·
18218 (1) ·
18500 (1) ·
20994 (1) ·
2275 (1) ·
22989 (1) ·
23596 (1) ·
25331 (1) ·
297552 (1) ·
300 (1) ·
31199 (1) ·
44197 (1) ·
45978 (1) ·
49014 (1) ·
49448 (1) ·
500 (1) ·
5040 (1) ·
5552 (1) ·
6 (1) ·
6159 (1) ·
6940 (1)
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