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) ·
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'C-1 Canal ' (1) ·
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'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'Salerno Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-524 ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'US 92 ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CONGRESS AVE SB ' (1) ·
'Congress Avenue ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DUDA ROAD ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR 786 ' (1) ·
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'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Palm Bay Parkway ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (1) ·
'SR-430 EB ' (1) ·
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'SR-715 ' (1) ·
'SR-A1A ' (1) ·
'US 192 WB ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'W/B S.R. 704 ' (1)
Number 008:
700012 (1) ·
700089 (1) ·
700153 (1) ·
700219 (1) ·
700233 (1) ·
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940004 (1) ·
940085 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1st overpass east of I-95' (1) ·
'2MI E of SR-76 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Boca Raton ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26201913 (1) ·
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29181868 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80050018 (1) ·
80050888 (1) ·
80052387 (1) ·
80053609 (1) ·
80054600 (1) ·
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80375380 (1) ·
80381684 (1) ·
80385336 (1) ·
80410200 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80454885 (1) ·
80454886 (1) ·
80483851 (1) ·
81011854 (1) ·
81012071 (1) ·
81053827 (1) ·
81053911 (1) ·
81070580 (1) ·
81070700 (1)
Owner 022:
Built 027:
Traffic 029:
10000 (1) ·
102500 (1) ·
11100 (1) ·
12020 (1) ·
12100 (1) ·
12750 (1) ·
13250 (1) ·
14250 (1) ·
16500 (1) ·
16747 (1) ·
18000 (1) ·
18500 (1) ·
19300 (1) ·
2000 (1) ·
20300 (1) ·
21000 (1) ·
2400 (1) ·
29000 (1) ·
3200 (1) ·
33000 (1) ·
38250 (1) ·
4050 (1) ·
4200 (1) ·
4800 (1) ·
5700 (1) ·
5800 (1) ·
6363 (1) ·
8250 (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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
10063 (1) ·
10410 (1) ·
14314 (1) ·
15000 (1) ·
177838 (1) ·
19258 (1) ·
19426 (1) ·
20855 (1) ·
20993 (1) ·
21600 (1) ·
22121 (1) ·
22989 (1) ·
24724 (1) ·
2500 (1) ·
28628 (1) ·
32098 (1) ·
33486 (1) ·
35220 (1) ·
36435 (1) ·
4164 (1) ·
50315 (1) ·
5040 (1) ·
5062 (1) ·
5552 (1) ·
57255 (1) ·
66364 (1) ·
7636 (1) ·
8328 (1) ·
9890 (1)
Showing below up to 38 results in range #1 to #38.
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