Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- 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) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CSX RR ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL G CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'E Gateway Blvd ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Palm Bay Library ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'VENICE DRIVE ' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MI SOUTH OF SR-70 ' (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) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Minton Road-I-95 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
101 (1) ·
10500 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13000 (1) ·
1350 (1) ·
14500 (1) ·
18700 (1) ·
2000 (1) ·
20150 (1) ·
25500 (1) ·
2600 (1) ·
26000 (1) ·
300 (1) ·
3000 (1) ·
364 (1) ·
40300 (1) ·
40500 (1) ·
44400 (1) ·
46000 (1) ·
6761 (1) ·
68700 (1) ·
7000 (1) ·
7300 (1) ·
78500 (1) ·
8500 (1) ·
90900 (1) ·
9350 (1) ·
98900 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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) ·
119194 (1) ·
1200 (1) ·
121 (1) ·
12665 (1) ·
136198 (1) ·
1417 (1) ·
14748 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
18000 (1) ·
18218 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
2342 (1) ·
25375 (1) ·
32445 (1) ·
34960 (1) ·
3750 (1) ·
44243 (1) ·
4511 (1) ·
45110 (1) ·
500 (1) ·
5205 (1) ·
607 (1) ·
69920 (1) ·
70268 (1) ·
77034 (1) ·
79810 (1)
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