Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58625 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Melbourne (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Tequesta village (1) ·
Vero Beach (1) ·
Viera (1) ·
Wellington village (1) ·
West Melbourne (1) ·
West Palm Beach (1)
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Danforth Creek ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Golf Cart Underpass ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Moore's Creek ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Platt Ranch Access Road ' (1) ·
'Rio Mar Bay ' (1) ·
'S-135 Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'SWA Retention Canal ' (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Becker Rd. ' (1) ·
'Benoist Farms Rd ' (1) ·
'Berry Avenue ' (1) ·
'Central Blvd. ' (1) ·
'CR-4009 ' (1) ·
'Crosstown Parkway ' (1) ·
'DAVIS ROAD ' (1) ·
'Enterprise Rd. ' (1) ·
'Haverhill Rd ' (1) ·
'Haverhill Road ' (1) ·
'Island Way ' (1) ·
'Jog Road ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'N 13th Street ' (1) ·
'Orange camp Rd. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Park Road ' (1) ·
'Quantum Blvd. ' (1) ·
'River Drive ' (1) ·
'Riverbend Park Rd ' (1) ·
'S. Burnett Rd ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Spanish River Blvd' (1) ·
'St. Johns Heritage' (1) ·
'SW Wood St. ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
10000 (1) ·
11700 (1) ·
120 (1) ·
12100 (1) ·
12600 (1) ·
13300 (1) ·
13716 (1) ·
144 (1) ·
14600 (1) ·
16747 (1) ·
17700 (1) ·
18700 (1) ·
19200 (1) ·
2000 (1) ·
250 (1) ·
25500 (1) ·
2700 (1) ·
2880 (1) ·
4 (1) ·
4200 (1) ·
500 (1) ·
6 (1) ·
600 (1) ·
6042 (1) ·
6100 (1) ·
6480 (1) ·
7200 (1) ·
7263 (1) ·
825 (1) ·
8800 (1) ·
9633 (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 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:
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 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)
Future 114:
10584 (1) ·
10800 (1) ·
10875 (1) ·
11174 (1) ·
11243 (1) ·
1388 (1) ·
150 (1) ·
15000 (1) ·
15268 (1) ·
180 (1) ·
19426 (1) ·
200 (1) ·
2000 (1) ·
20300 (1) ·
20574 (1) ·
20700 (1) ·
20993 (1) ·
216 (1) ·
23076 (1) ·
2500 (1) ·
25331 (1) ·
27500 (1) ·
28050 (1) ·
30710 (1) ·
3600 (1) ·
4 (1) ·
450 (1) ·
46846 (1) ·
5040 (1) ·
6 (1) ·
625 (1) ·
73250 (1) ·
8788 (1) ·
9 (1) ·
900 (1)
Clearance 116:
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