Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
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'FL. TPK. SR-91 ' (1) ·
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'Intracoastal Waterway ' (1) ·
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'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL CANAL D ' (1) ·
'Little Haw Creek ' (1) ·
'Main Canal ' (1) ·
'MOORES CREEK ' (1) ·
'Padgett Creek ' (1) ·
'Pine Street ' (1) ·
'Rockledge Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-404 ' (1) ·
'SR-520 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Tillman Canal ' (1) ·
'US-1 ' (1)
Critical 006b:
Facility 007:
'74TH AVE. ' (1) ·
'Banana River Drive' (1) ·
'Enterprise Rd. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'IBIS WAY ' (1) ·
'Indiantown Rd. ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LYONS ROAD ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-40 ' (1) ·
'SR-401 NB ' (1) ·
'SR-415 ' (1) ·
'SR-528 EB ' (1) ·
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'SR-60 Osceola Blvd' (1) ·
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'SR519NB(Fiske Blv)' (1) ·
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'US 98 (SR 80) ' (1) ·
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'US-92 ' (1) ·
'US1(SR5) ' (1)
Number 008:
700034 (1) ·
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Location 009:
'.5 mi East of I-95 ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
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'SR-415 - Lake Ashby Canal' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
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Longitude 017:
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81170942 (1) ·
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81261295 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
11700 (1) ·
12750 (1) ·
14600 (1) ·
19000 (1) ·
19800 (1) ·
20000 (1) ·
240 (1) ·
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25500 (1) ·
2569 (1) ·
26000 (1) ·
280 (1) ·
32250 (1) ·
324 (1) ·
33000 (1) ·
34000 (1) ·
36500 (1) ·
37250 (1) ·
37500 (1) ·
55000 (1) ·
5900 (1) ·
62000 (1) ·
6480 (1) ·
65500 (1) ·
73000 (1) ·
8368 (1) ·
8500 (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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:
10042 (1) ·
10236 (1) ·
107570 (1) ·
11243 (1) ·
113642 (1) ·
126655 (1) ·
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1800 (1) ·
20300 (1) ·
22121 (1) ·
25331 (1) ·
2970 (1) ·
32965 (1) ·
34353 (1) ·
34700 (1) ·
350 (1) ·
360 (1) ·
43809 (1) ·
44243 (1) ·
45110 (1) ·
521 (1) ·
55954 (1) ·
57255 (1) ·
58990 (1) ·
63328 (1) ·
64629 (1) ·
65063 (1) ·
95425 (1)
Clearance 116:
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