Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
None (1) ·
45775 (1) ·
55380 (1) ·
55385 (1) ·
Cocoa (1) ·
Grant (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Micco (1) ·
Palm Bay (1) ·
Titusville (1)
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FECRR ' (1) ·
'I-95 ' (1) ·
'Indian River Relief East' (1) ·
'Outfall ' (1) ·
'Rockledge Creek ' (1) ·
'Ross Creek ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
'US-1 ' (1) ·
Banana River Relief (1) ·
I-95 (1) ·
Indian River Relief East (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'Croton Road ' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Pinehurst Ave N ' (1) ·
'S. Burnett Rd ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-50 ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-520 ' (1) ·
'Tucker Lane ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
Grant Rd. (1) ·
Micco Rd. (1) ·
SR-520 (1) ·
US-1 (1)
Number 008:
Location 009:
'.5 Mi W of SR-507 ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.7 Mi S of SR-50 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Pluckebaum Rd ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
SR-520 - Banana River (1) ·
SR-520 - Indian River Relief (1) ·
US-1 over Sebastian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
1008 (1) ·
102 (1) ·
1400 (1) ·
15400 (1) ·
15607 (1) ·
16340 (1) ·
16747 (1) ·
1900 (1) ·
19700 (1) ·
21000 (1) ·
22000 (1) ·
23000 (1) ·
248 (1) ·
25500 (1) ·
26500 (1) ·
3012 (1) ·
31500 (1) ·
32680 (1) ·
4484 (1) ·
45000 (1) ·
45360 (1) ·
46500 (1) ·
52000 (1) ·
5400 (1) ·
7100 (1) ·
9633 (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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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: (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) ·
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:
11174 (1) ·
1165 (1) ·
118 (1) ·
12318 (1) ·
1735 (1) ·
18041 (1) ·
19426 (1) ·
200 (1) ·
2429 (1) ·
26719 (1) ·
27500 (1) ·
28350 (1) ·
287 (1) ·
3296 (1) ·
34180 (1) ·
3494 (1) ·
36435 (1) ·
38170 (1) ·
39905 (1) ·
45978 (1) ·
5182 (1) ·
54652 (1) ·
56700 (1) ·
78075 (1) ·
78700 (1) ·
80678 (1) ·
90220 (1) ·
9369 (1)
Clearance 116:
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