Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Date:
03-03 
& Channel 061:
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.
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-23 Canal ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Cattail Outfall ' (1) ·
'CLEAR LAKE ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Cow Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'Grant Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'PHIPP CANAL ' (1) ·
'Rockledge Canal ' (1) ·
'Ryan's Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River ' (1) ·
'Tomoka River ' (1) ·
'Triple box culvert ' (1) ·
'Wishbone Canal ' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Fiske Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 SB TPK 87.213' (1) ·
'US98&441 SR700&15' (1) ·
Fiske Blvd Ramps (1) ·
I-95 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10200 (1) ·
10500 (1) ·
12600 (1) ·
15250 (1) ·
16340 (1) ·
171500 (1) ·
21300 (1) ·
222000 (1) ·
22500 (1) ·
25474 (1) ·
31669 (1) ·
3200 (1) ·
32680 (1) ·
38000 (1) ·
4000 (1) ·
40250 (1) ·
41250 (1) ·
42764 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
5900 (1) ·
59800 (1) ·
68000 (1) ·
6900 (1) ·
73000 (1) ·
82500 (1) ·
8500 (1) ·
9350 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
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 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)
Future 114:
10236 (1) ·
103753 (1) ·
117980 (1) ·
11972 (1) ·
126655 (1) ·
143138 (1) ·
14748 (1) ·
16222 (1) ·
171592 (1) ·
17697 (1) ·
18218 (1) ·
21861 (1) ·
26459 (1) ·
28350 (1) ·
297552 (1) ·
36956 (1) ·
385170 (1) ·
39037 (1) ·
44197 (1) ·
54946 (1) ·
5552 (1) ·
56700 (1) ·
65930 (1) ·
6940 (1) ·
69834 (1) ·
71569 (1) ·
74196 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1)
Clearance 116:
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