Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12230 (1) ·
12231 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'Bulow Creek ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Crane Creek ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Seaboard Coastline RR ' (1) ·
'US-17/92 ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'Big Tree Road ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-516 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Dubber Road ' (1) ·
'Eldron Blvd. ' (1) ·
'French Avenue ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hunting Camp Road ' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Main Street ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'ORANGE TREE DR ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SR-472 ' (1) ·
'SR-518 ' (1) ·
'SR-80WB (Southern)' (1) ·
'US 98 (SR 80) ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
700183 (1) ·
700184 (1) ·
700188 (1) ·
705601 (1) ·
705917 (1) ·
705918 (1) ·
790055 (1) ·
794006 (1) ·
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794126 (1) ·
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936375 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937367 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'3 Miles West of SR-786 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26260295 (1) ·
26264610 (1) ·
26280864 (1) ·
26280868 (1) ·
26281369 (1) ·
26290167 (1) ·
26290169 (1) ·
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26434195 (1) ·
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26522014 (1) ·
27413662 (1) ·
27473810 (1) ·
27581117 (1) ·
28003971 (1) ·
28020728 (1) ·
28042875 (1) ·
28075792 (1) ·
28081497 (1) ·
28563029 (1) ·
28570842 (1) ·
28582691 (1) ·
28592979 (1) ·
28594816 (1) ·
29063307 (1) ·
29095834 (1) ·
29242747 (1)
Longitude 017:
80033398 (1) ·
80043826 (1) ·
80050391 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052317 (1) ·
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80053541 (1) ·
80053609 (1) ·
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80055088 (1) ·
80055723 (1) ·
80074325 (1) ·
80075828 (1) ·
80121898 (1) ·
80135529 (1) ·
80144324 (1) ·
80214953 (1) ·
80264603 (1) ·
80360766 (1) ·
80365044 (1) ·
80370269 (1) ·
80373635 (1) ·
80392393 (1) ·
80393940 (1) ·
80401747 (1) ·
80563010 (1) ·
80581706 (1) ·
81012484 (1) ·
81022736 (1) ·
81025853 (1) ·
81071865 (1) ·
81175636 (1) ·
81195603 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1008 (1) ·
101 (1) ·
1040 (1) ·
1047 (1) ·
1200 (1) ·
13500 (1) ·
1711 (1) ·
18000 (1) ·
24000 (1) ·
25170 (1) ·
2880 (1) ·
29000 (1) ·
33000 (1) ·
3450 (1) ·
3500 (1) ·
35500 (1) ·
37500 (1) ·
3767 (1) ·
38500 (1) ·
43 (1) ·
4689 (1) ·
50000 (1) ·
5850 (1) ·
594 (1) ·
605 (1) ·
6124 (1) ·
7150 (1) ·
7473 (1) ·
75 (1) ·
800 (1) ·
9188 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
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 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 not over waterway. (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)
Future 114:
10150 (1) ·
1050 (1) ·
10625 (1) ·
1165 (1) ·
12405 (1) ·
126 (1) ·
1267 (1) ·
12966 (1) ·
1388 (1) ·
15941 (1) ·
1735 (1) ·
174 (1) ·
2070 (1) ·
2082 (1) ·
21600 (1) ·
23422 (1) ·
31462 (1) ·
3600 (1) ·
41640 (1) ·
50315 (1) ·
52 (1) ·
5205 (1) ·
5420 (1) ·
57255 (1) ·
6073 (1) ·
61592 (1) ·
6408 (1) ·
65063 (1) ·
66798 (1) ·
719 (1) ·
86750 (1) ·
91 (1)
Clearance 116:
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