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:
'C-17 Canal ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL L-12 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-3 CANAL ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Loxahatchee Slough ' (1) ·
'Raulerson Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Stub Canal & S.F.R.C. ' (1)
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 710 ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-700 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR786 WB to SB I95' (1) ·
'SR80(SouthernBlvd)' (1) ·
'US 98 (SR 80) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'US98/441 SR15/700 ' (1) ·
'US98&441 SR700&15' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
'.25m W of US-1 on US-98 ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'16Mi W of SR-7 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
Longitude 017:
12600 (1) ·
13000 (1) ·
13400 (1) ·
15800 (1) ·
20000 (1) ·
2300 (1) ·
23500 (1) ·
26000 (1) ·
28250 (1) ·
3200 (1) ·
3300 (1) ·
34500 (1) ·
3500 (1) ·
37500 (1) ·
38250 (1) ·
4300 (1) ·
4800 (1) ·
5200 (1) ·
5450 (1) ·
5850 (1) ·
6000 (1) ·
6900 (1) ·
70815 (1) ·
7150 (1) ·
72500 (1) ·
75500 (1) ·
9100 (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) ·
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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
10150 (1) ·
10410 (1) ·
11972 (1) ·
122864 (1) ·
12405 (1) ·
125788 (1) ·
130993 (1) ·
15789 (1) ·
21861 (1) ·
22555 (1) ·
23249 (1) ·
27413 (1) ·
34700 (1) ·
3990 (1) ·
40772 (1) ·
45110 (1) ·
49014 (1) ·
5552 (1) ·
5726 (1) ·
59858 (1) ·
6072 (1) ·
65063 (1) ·
66364 (1) ·
7460 (1) ·
8328 (1) ·
9022 (1) ·
9456 (1)
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