Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Superstructure 059:
Satisfactory
& Inspect Date 090:
05-17
& Superstructure 059:
Satisfactory
& Inspect Date 090:
05-17 Use the filters below to narrow your results.
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Route 005d:
Features 006a:
'Banana River ' (1) ·
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'LWDD LAT CANAL 17 ' (1) ·
'Misner Branch ' (1) ·
'NORTH CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'St. Lucie Canal ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
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'EB Martin Downs Bd' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
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'LINTON BLVD. ' (1) ·
'Main Trail ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Riverside Drive ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-3 ' (1) ·
'SR-415 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-92 WB ' (1)
Number 008:
700072 (1) ·
700110 (1) ·
700115 (1) ·
700201 (1) ·
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935306 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'200ft. S of 10th Street ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At East Canal St. ' (1) ·
'At Intersection w LPGA BL' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
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Longitude 017:
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81054109 (1) ·
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81070414 (1) ·
81070520 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
10502 (1) ·
11700 (1) ·
1260 (1) ·
13300 (1) ·
134 (1) ·
13888 (1) ·
14500 (1) ·
16000 (1) ·
19500 (1) ·
20500 (1) ·
21000 (1) ·
22500 (1) ·
250 (1) ·
25250 (1) ·
25474 (1) ·
26500 (1) ·
35500 (1) ·
3820 (1) ·
400 (1) ·
4050 (1) ·
50500 (1) ·
5792 (1) ·
6363 (1) ·
6960 (1) ·
7400 (1) ·
8187 (1) ·
8368 (1) ·
936 (1) ·
9700 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
10042 (1) ·
1124 (1) ·
121 (1) ·
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16830 (1) ·
17360 (1) ·
18221 (1) ·
200 (1) ·
20300 (1) ·
2186 (1) ·
23076 (1) ·
232 (1) ·
25158 (1) ·
26400 (1) ·
27760 (1) ·
300 (1) ·
33832 (1) ·
35568 (1) ·
36435 (1) ·
39038 (1) ·
43809 (1) ·
44197 (1) ·
45978 (1) ·
4622 (1) ·
5062 (1) ·
61592 (1) ·
694 (1) ·
7008 (1) ·
7636 (1) ·
8352 (1) ·
87618 (1) ·
9906 (1)
Clearance 116:
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