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) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (1) ·
'CSX RR ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-3 ' (1) ·
'Sykes Creek ' (1) ·
'TIDAL CANAL ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'WILLOUGHBY CREEK ' (1)
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CR714 PALM CITY RD' (1) ·
'E Gateway Blvd ' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I-95 ' (1) ·
'INDIAN STREET ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'Palm Bay Library ' (1) ·
'Riverside Dr ' (1) ·
'SIMARA STREET ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (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) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1)
Number 008:
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1/2MI S of US-1 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
Latitude 016:
Longitude 017:
100 (1) ·
1000 (1) ·
101 (1) ·
1139 (1) ·
11900 (1) ·
120 (1) ·
12250 (1) ·
1226 (1) ·
13000 (1) ·
13300 (1) ·
1810 (1) ·
20000 (1) ·
2050 (1) ·
20500 (1) ·
22500 (1) ·
25474 (1) ·
26000 (1) ·
28500 (1) ·
3000 (1) ·
36500 (1) ·
40500 (1) ·
43500 (1) ·
46000 (1) ·
47500 (1) ·
6700 (1) ·
6761 (1) ·
7000 (1) ·
716 (1) ·
7600 (1) ·
7630 (1) ·
769 (1) ·
90900 (1) ·
9350 (1)
10 (1) ·
14 (1) ·
148 (1) ·
16 (1) ·
18 (1) ·
20 (1) ·
22 (1) ·
223 (1) ·
23 (1) ·
25 (1) ·
27 (1) ·
29 (1) ·
32 (1) ·
34 (1) ·
37 (1) ·
38 (1) ·
39 (1) ·
40 (1) ·
42 (1) ·
45 (1) ·
49 (1) ·
515 (1) ·
53 (1) ·
563 (1) ·
6 (1) ·
65 (1) ·
7 (1) ·
70 (1) ·
702 (1) ·
72 (1) ·
8 (1) ·
83 (1) ·
9 (1) ·
99 (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) ·
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)
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) ·
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)
1000 (1) ·
10250 (1) ·
11625 (1) ·
11730 (1) ·
121 (1) ·
13186 (1) ·
13238 (1) ·
1378 (1) ·
1379 (1) ·
1417 (1) ·
157712 (1) ·
16222 (1) ·
200 (1) ·
20647 (1) ·
2091 (1) ·
21254 (1) ·
22555 (1) ·
23076 (1) ·
34700 (1) ·
3556 (1) ·
35568 (1) ·
3750 (1) ·
39037 (1) ·
44197 (1) ·
45110 (1) ·
49447 (1) ·
5205 (1) ·
63328 (1) ·
70268 (1) ·
75472 (1) ·
79810 (1) ·
82413 (1) ·
828 (1) ·
930 (1) ·
931 (1)
Showing below up to 43 results in range #1 to #43.
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