Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-37 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CSX RR ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'Fellsmere Canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Over D Canal ' (1) ·
'Reed Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SWA Retention Canal ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN STREET ' (1) ·
'Jog Road ' (1) ·
'Loxahatchee Slough' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'Palm Bay Library ' (1) ·
'S. Burnett Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SIMARA STREET ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-400 ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1) ·
I-95 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13000 (1) ·
14500 (1) ·
14600 (1) ·
18700 (1) ·
21382 (1) ·
25500 (1) ·
26000 (1) ·
2900 (1) ·
29000 (1) ·
3000 (1) ·
3245 (1) ·
32500 (1) ·
36500 (1) ·
40500 (1) ·
46000 (1) ·
47500 (1) ·
6042 (1) ·
61500 (1) ·
6250 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
90900 (1) ·
9350 (1) ·
9400 (1) ·
9450 (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 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) ·
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:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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) ·
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:
10250 (1) ·
10844 (1) ·
10875 (1) ·
11730 (1) ·
121 (1) ·
12665 (1) ·
1417 (1) ·
157712 (1) ·
16222 (1) ·
16309 (1) ·
16396 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
25331 (1) ·
25375 (1) ·
32445 (1) ·
37098 (1) ·
3750 (1) ·
3927 (1) ·
40625 (1) ·
44243 (1) ·
45110 (1) ·
5031 (1) ·
50315 (1) ·
5205 (1) ·
63328 (1) ·
70268 (1) ·
79810 (1) ·
82413 (1) ·
88900 (1)
Clearance 116:
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