Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
18716 (1) ·
18721 (1) ·
18722 (1) ·
18723 (1) ·
18724 (1) ·
18725 (1) ·
18726 (1) ·
18727 (1) ·
18728 (1) ·
18733 (1) ·
18734 (1) ·
18749 (1) ·
18750 (1) ·
18751 (1) ·
18752 (1) ·
18753 (1) ·
18754 (1) ·
18756 (1) ·
18759 (1) ·
18762 (1) ·
18767 (1) ·
18770 (1) ·
18772 (1) ·
18773 (1) ·
18774 (1) ·
18775 (1) ·
18776 (1) ·
18777 (1) ·
18778 (1) ·
18779 (1) ·
18780 (1) ·
18781 (1)
Status: (Click arrow to add another value)
Date:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'B19 Canal ' (1) ·
'Beamer's Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'CSX-RR ' (1) ·
'Deep Creek ' (1) ·
'Halifax Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Little Tomoka River ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-40 ' (1) ·
'Trib to Spruce Creek ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'Alta Drive ' (1) ·
'Bellevue Ave ' (1) ·
'Bellevue Avenue ' (1) ·
'Cassadaga Road ' (1) ·
'CR-4009 ' (1) ·
'CR-4139 ' (1) ·
'Daytona Avenue ' (1) ·
'Dunn Avenue ' (1) ·
'Enterprise Rd. ' (1) ·
'Esplanade Avenue ' (1) ·
'Graves Ave ' (1) ·
'I-95 ' (1) ·
'Lantern Park Drive' (1) ·
'Madeline Avenue ' (1) ·
'Oak Lea Drive ' (1) ·
'Orange camp Rd. ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Trailwood Drive ' (1) ·
'Tymber Creek Road ' (1)
Number 008:
790017 (1) ·
790164 (1) ·
790165 (1) ·
790169 (1) ·
790176 (1) ·
790179 (1) ·
790180 (1) ·
790183 (1) ·
790184 (1) ·
790191 (1) ·
790193 (1) ·
790210 (1) ·
790211 (1) ·
790212 (1) ·
790214 (1) ·
790215 (1) ·
790216 (1) ·
790218 (1) ·
790221 (1) ·
790241 (1) ·
790249 (1) ·
794045 (1) ·
794188 (1) ·
794189 (1) ·
794193 (1) ·
794194 (1) ·
795503 (1) ·
795504 (1) ·
796413 (1) ·
796414 (1) ·
796548 (1) ·
796549 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At LPGA Blvd. ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-4139 over I-4 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-95 over SR-40 ' (1) ·
'N of Bellevue Overpass ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
28531327 (1) ·
28565524 (1) ·
28575858 (1) ·
28590460 (1) ·
29001448 (1) ·
29012750 (1) ·
29013410 (1) ·
29013540 (1) ·
29013630 (1) ·
29032507 (1) ·
29052660 (1) ·
29060108 (1) ·
29071179 (1) ·
29082970 (1) ·
29093016 (1) ·
29093020 (1) ·
29100400 (1) ·
29100540 (1) ·
29101368 (1) ·
29102421 (1) ·
29103958 (1) ·
29104333 (1) ·
29112242 (1) ·
29115274 (1) ·
29131903 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1) ·
29143549 (1) ·
29144552 (1) ·
29152450 (1) ·
29152514 (1)
Longitude 017:
80591575 (1) ·
81001126 (1) ·
81002450 (1) ·
81013312 (1) ·
81013690 (1) ·
81013879 (1) ·
81014276 (1) ·
81014315 (1) ·
81015422 (1) ·
81015661 (1) ·
81022149 (1) ·
81024200 (1) ·
81025160 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81040678 (1) ·
81045800 (1) ·
81045860 (1) ·
81054486 (1) ·
81065740 (1) ·
81074440 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1) ·
81143187 (1) ·
81145411 (1) ·
81151506 (1) ·
81153534 (1) ·
81164575 (1) ·
81194815 (1) ·
81211769 (1)
Owner 022:
Built 027:
Traffic 029:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 deficiencies (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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
11104 (1) ·
11167 (1) ·
11243 (1) ·
114510 (1) ·
11972 (1) ·
1454 (1) ·
1922 (1) ·
20700 (1) ·
22382 (1) ·
23422 (1) ·
2689 (1) ·
27760 (1) ·
33832 (1) ·
3665 (1) ·
3927 (1) ·
400 (1) ·
420 (1) ·
428 (1) ·
44243 (1) ·
500 (1) ·
51182 (1) ·
5205 (1) ·
57255 (1) ·
7101 (1) ·
85882 (1) ·
8788 (1) ·
954 (1)
Clearance 116:
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