Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief West' (1) ·
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'Halifax River IWW ' (1) ·
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'L.W.D.D. #10 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Main Canal ' (1) ·
'North Lake ' (1) ·
'Reed Canal ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-17-92-St Johns River ' (1) ·
George King Blvd (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'BRITT RD ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR-710 ' (1) ·
'I-4 EB ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
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'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 EB ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1) ·
SR-A1A SB (1)
Number 008:
700007 (1) ·
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940082 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'1Mi W of US-1 ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3MI W OF CR-615 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
SR-518 over Indian River (1) ·
SR-A1A SB- George King (1)
Latitude 016:
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Longitude 017:
80040089 (1) ·
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80534993 (1) ·
80594278 (1) ·
81012278 (1) ·
81020286 (1) ·
81030614 (1) ·
81052615 (1) ·
81072482 (1) ·
81190878 (1)
Owner 022:
Built 027:
Traffic 029:
121 (1) ·
13300 (1) ·
14500 (1) ·
1500 (1) ·
15250 (1) ·
16000 (1) ·
18000 (1) ·
20000 (1) ·
21000 (1) ·
21300 (1) ·
22200 (1) ·
23000 (1) ·
24317 (1) ·
2850 (1) ·
28500 (1) ·
29000 (1) ·
29914 (1) ·
31000 (1) ·
33000 (1) ·
34500 (1) ·
35500 (1) ·
416 (1) ·
4200 (1) ·
46500 (1) ·
4800 (1) ·
52000 (1) ·
5500 (1) ·
55000 (1) ·
5900 (1) ·
7100 (1) ·
7150 (1) ·
960 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060: (Click arrow to add another value)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
10236 (1) ·
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1665 (1) ·
180 (1) ·
2020 (1) ·
23076 (1) ·
240 (1) ·
25158 (1) ·
2603 (1) ·
26459 (1) ·
27760 (1) ·
31230 (1) ·
34700 (1) ·
3500 (1) ·
36435 (1) ·
36956 (1) ·
38517 (1) ·
39905 (1) ·
42189 (1) ·
49448 (1) ·
50315 (1) ·
51900 (1) ·
53785 (1) ·
57255 (1) ·
59858 (1) ·
61592 (1) ·
694 (1) ·
6940 (1) ·
80678 (1) ·
8328 (1) ·
90220 (1) ·
95425 (1) ·
9543 (1)
Clearance 116:
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