Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-1 ' (1) ·
'Deep Creek ' (1) ·
'E-2-E Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Haw Creek ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'North Lake ' (1) ·
'Nova Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Rockledge Canal ' (1) ·
'Rockledge Creek ' (1) ·
'Ross Creek ' (1) ·
'SR-50 ' (1) ·
'Tomoka River ' (1) ·
Brushy Canal (1) ·
Fiske Canal (1) ·
Indian River ICW (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'Big Tree Road ' (1) ·
'Citrus Blvd ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-516 ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Dairy Rd ' (1) ·
'EB North Lake Blvd' (1) ·
'Fox Lake Rd. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-518 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A ' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-1 (SR-5) ' (1) ·
'VETERANS WALK ' (1) ·
'WB SR-710 ' (1) ·
I-95 (1) ·
SR-518 (1)
Number 008:
700050 (1) ·
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700129 (1) ·
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940004 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1mi. W of US-1. ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.2 Mi W of SR-11 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'No. City Line Boca Raton ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1) ·
I-95 at Fiske Blvd. (1) ·
SR-518 over Indian River (1)
Latitude 016:
26252016 (1) ·
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29154558 (1) ·
29154580 (1)
Longitude 017:
80040198 (1) ·
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80055723 (1) ·
80101847 (1) ·
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81070414 (1) ·
81070520 (1) ·
81072482 (1) ·
81095154 (1) ·
81133337 (1) ·
81134830 (1) ·
81183972 (1) ·
81194815 (1) ·
81220388 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
1000 (1) ·
1040 (1) ·
11100 (1) ·
1200 (1) ·
13500 (1) ·
15250 (1) ·
1650 (1) ·
18000 (1) ·
18250 (1) ·
25170 (1) ·
25250 (1) ·
2880 (1) ·
31000 (1) ·
35500 (1) ·
3600 (1) ·
39500 (1) ·
45000 (1) ·
4700 (1) ·
4800 (1) ·
50000 (1) ·
50500 (1) ·
5850 (1) ·
68000 (1) ·
6900 (1) ·
7150 (1) ·
73000 (1) ·
81764 (1) ·
82500 (1)
Traffic Year 030:
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (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:
10150 (1) ·
117980 (1) ·
11972 (1) ·
12405 (1) ·
126655 (1) ·
141861 (1) ·
143138 (1) ·
1735 (1) ·
19258 (1) ·
1980 (1) ·
20 (1) ·
2082 (1) ·
23422 (1) ·
26459 (1) ·
31230 (1) ·
31462 (1) ·
31664 (1) ·
3600 (1) ·
43809 (1) ·
53785 (1) ·
61592 (1) ·
6246 (1) ·
68532 (1) ·
78075 (1) ·
8154 (1) ·
8328 (1) ·
86750 (1) ·
87618 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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