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:
'Bear Wildlife Crossing ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Spruce Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-421 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
Fellsmere Canal (1) ·
Lake Washington Road (1)
'12th Street ' (1) ·
'1st St SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-512 ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'Graves Ave ' (1) ·
'Hatton Road ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LYONS ROAD ' (1) ·
'Northlake Blvd. EB' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
'SR 400 EB ' (1) ·
'SR A1A ' (1) ·
'SR-415 ' (1) ·
'SR-44 EB ' (1) ·
'SR-44 WB ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-528 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB SR 786 ' (1) ·
I-95 SB (1)
Number 008:
'.5mi E. of Indian R Dr. ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4Mi. East of Congress A' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1st overpass east of I-95' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-528 EB - Indian River ' (1) ·
I-95 SB -Lk Washington Rd (1) ·
Over Fellsmere Canal (1)
Latitude 016:
Longitude 017:
101 (1) ·
12600 (1) ·
14250 (1) ·
14600 (1) ·
14878 (1) ·
150 (1) ·
15700 (1) ·
16000 (1) ·
16297 (1) ·
1700 (1) ·
18301 (1) ·
18500 (1) ·
19500 (1) ·
21000 (1) ·
21382 (1) ·
22200 (1) ·
25474 (1) ·
2700 (1) ·
2900 (1) ·
29000 (1) ·
32500 (1) ·
3600 (1) ·
37006 (1) ·
38250 (1) ·
41250 (1) ·
4200 (1) ·
450 (1) ·
480 (1) ·
55 (1) ·
6250 (1) ·
8150 (1) ·
910 (1) ·
9150 (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
10844 (1) ·
1092 (1) ·
14140 (1) ·
15875 (1) ·
175 (1) ·
200 (1) ·
20700 (1) ·
24724 (1) ·
25331 (1) ·
25813 (1) ·
27240 (1) ·
27760 (1) ·
28275 (1) ·
2950 (1) ·
31752 (1) ·
32098 (1) ·
33832 (1) ·
36435 (1) ·
37098 (1) ·
38517 (1) ·
40625 (1) ·
44197 (1) ·
4685 (1) ·
50315 (1) ·
5032 (1) ·
580 (1) ·
6246 (1) ·
64205 (1) ·
66364 (1) ·
71569 (1) ·
7287 (1) ·
781 (1) ·
87 (1)
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