Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
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'E-3 Canal ' (1) ·
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'I 95 SR 9 ' (1) ·
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'Indian River EastRelief ' (1) ·
'Intracoastal Waterway ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lake Worth Relief ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR 60 ' (1) ·
'Ten Mile Creek ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'Atlantic Ave. ' (1) ·
'Becker Rd. ' (1) ·
'Blue Heron Blvd ' (1) ·
'Boynton Beach Blvd' (1) ·
'Clint Moore Road ' (1) ·
'CR-4009 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Indiantown Rd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'Port St. John Pkwy' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR 812 Lantana Rd ' (1) ·
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'SR-808 Glades Road' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-27 (SR-25) ' (1)
Number 008:
700006 (1) ·
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Location 009:
'.5 mi East of I-95 ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile West of US 1 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'10th Ave over I 95 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'City of Jupiter ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-40 over IWW ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
26205893 (1) ·
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29171420 (1)
Longitude 017:
80022352 (1) ·
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80200100 (1) ·
80205980 (1) ·
80264868 (1) ·
80310299 (1) ·
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80360835 (1) ·
80393654 (1) ·
80401800 (1) ·
80424182 (1) ·
80491650 (1) ·
80594278 (1) ·
81013690 (1) ·
81030614 (1)
Owner 022:
Built 027:
Traffic 029:
15300 (1) ·
15900 (1) ·
16000 (1) ·
16100 (1) ·
17500 (1) ·
18400 (1) ·
23500 (1) ·
26500 (1) ·
28500 (1) ·
32500 (1) ·
32750 (1) ·
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37000 (1) ·
43000 (1) ·
43500 (1) ·
48500 (1) ·
57500 (1) ·
62000 (1) ·
65500 (1) ·
7100 (1) ·
7263 (1) ·
77000 (1) ·
78500 (1) ·
8000 (1) ·
8800 (1) ·
8929 (1) ·
90900 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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:
Inspect Date 090:
Direction 102:
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 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:
10319 (1) ·
107570 (1) ·
113642 (1) ·
12318 (1) ·
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136198 (1) ·
13880 (1) ·
15268 (1) ·
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171592 (1) ·
22080 (1) ·
26546 (1) ·
27587 (1) ·
27760 (1) ·
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30362 (1) ·
40772 (1) ·
45978 (1) ·
49448 (1) ·
51387 (1) ·
56821 (1) ·
59858 (1) ·
62460 (1) ·
64195 (1) ·
74605 (1) ·
75472 (1) ·
75473 (1) ·
84148 (1) ·
8788 (1) ·
99763 (1)
Clearance 116:
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