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)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'CSX RR ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'M CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'TIDAL CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'Ballough Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'Highbridge Road ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'Levee Road ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'Palm Bay Library ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SIMARA STREET ' (1) ·
'SR91 N/S TPK 86.95' (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) ·
'ST LUCIE BLVD ' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'US-1 NB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'WEST LAKE DRIVE ' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
'.3 mi South of Mason Ave ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Minton Road-I-95 ' (1) ·
'US-1 NB - Turnbull Creek ' (1)
Latitude 016:
Longitude 017:
100 (1) ·
101 (1) ·
1106 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13000 (1) ·
14500 (1) ·
1500 (1) ·
1600 (1) ·
1800 (1) ·
18700 (1) ·
25500 (1) ·
26000 (1) ·
3000 (1) ·
3111 (1) ·
36500 (1) ·
4050 (1) ·
40500 (1) ·
416 (1) ·
46000 (1) ·
47500 (1) ·
500 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
90900 (1) ·
9350 (1) ·
9382 (1)
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)
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)
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)
10250 (1) ·
11730 (1) ·
121 (1) ·
12665 (1) ·
1324 (1) ·
1417 (1) ·
150 (1) ·
157712 (1) ·
16136 (1) ·
16222 (1) ·
180 (1) ·
1800 (1) ·
1920 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
25375 (1) ·
2603 (1) ·
3123 (1) ·
32445 (1) ·
3750 (1) ·
44243 (1) ·
45110 (1) ·
5062 (1) ·
5205 (1) ·
5398 (1) ·
600 (1) ·
63328 (1) ·
694 (1) ·
70268 (1) ·
79810 (1) ·
82413 (1)
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