Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
'Aurantia Rd. ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Dirksen Dr ' (1) ·
'Drainage Ditch ' (1) ·
'EPB - 10 Canal ' (1) ·
'FECRR ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Header Canal ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lateral A Canal ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Padgett Creek ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR-406 ' (1) ·
'SR-50 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
'CR-630 (41st St.) ' (1) ·
'Haverhill Road ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-400 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-407 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'WB SR 70 ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'800 ft West of I 95 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1)
Latitude 016:
Longitude 017:
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)
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)
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)
Showing below up to 43 results in range #1 to #43.
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