Drilldown: bridge data

13740 (1) · 16086 (1) · 17899 (1) · 17900 (1) · 18735 (1) · 18749 (1) · 19375 (1) · 19421 (1) · 19428 (1) · 19429 (1) · 19435 (1) · 19438 (1) · 19551 (1) · 19556 (1)

AM (1) · MM (1) · ST (1)

04-19 (1) · 06-03 (1) · 12-02 (1)

Brevard (1) · Palm Beach (1) · Saint Lucie (1) · Volusia (1)

None (1) · 58725 (1) · Lake Worth (1) · Riviera Beach (1) · Royal Palm Beach village (1) · Viera (1) · West Palm Beach (1)

00000 (1) · 00040 (1) · 00095 (1) · 00098 (1) · 00716 (1)

None (1)

'6th Avenue South ' (1) · 'CR 702 45th Street ' (1) · 'Florida Turnpike (SR-91)' (1) · 'FTPK & S Macedo Blvd. ' (1) · 'Habitat Connectivity ' (1) · 'I-4 ' (1) · 'I-95 ' (1) · 'Lake Worth Util Outfall ' (1) · 'Palm Beach Lakes Blvd. ' (1) · 'S. R. 7 & Return Ramps ' (1) · 'SR 708 (Blue Heron Blvd)' (1) · 'SR-91 (Florida Turnpike)' (1)

None (1)

'6 Ave S to NB I-95' (1) · 'Becker Rd. ' (1) · 'Cassadaga Road ' (1) · 'Crosstown Parkway ' (1) · 'I 95 SR 9 ' (1) · 'I 95 SR 9 SB ' (1) · 'LPGA Blvd ' (1) · 'Port St. Lucie Bld' (1) · 'SR 80/Southern Bld' (1) · 'SR-40 WB ' (1) · 'Viera Blvd EB ' (1) · 'Viera Blvd WB ' (1)

704097 (1) · 704098 (1) · 790171 (1) · 790194 (1) · 790210 (1) · 930458 (1) · 930511 (1) · 930519 (1) · 930520 (1) · 930527 (1) · 930530 (1) · 940142 (1) · 941001 (1) · 944018 (1)

'0.1Mi. E of Bayshore Blvd' (1) · '0.3 Mi. W of SE Bosko Dr ' (1) · '1 mile North of SR 704 ' (1) · '1.3mi South of 10th Ave N' (1) · '2 miles west of Turnpike ' (1) · 'At Exit 74 ' (1) · 'At Exit 76 ' (1) · 'Cassadaga Road over I-4 ' (1) · 'LPGA Blvd. at I-95 ' (1) · 'NE Quad I 95 6th Ave S ' (1) · 'Port St Lucie / FL TPK. ' (1) · 'SR-40 WB - Habitat Connec' (1) · 'Viera Blvd EB over I-95 ' (1) · 'Viera Blvd WB over I-95 ' (1)

26363210 (1) · 26363990 (1) · 26404970 (1) · 26430765 (1) · 26453240 (1) · 26465960 (1) · 27123412 (1) · 27162224 (1) · 27174425 (1) · 28155940 (1) · 28160000 (1) · 28575858 (1) · 29131187 (1) · 29153216 (1)

80040610 (1) · 80040740 (1) · 80052285 (1) · 80052810 (1) · 80055680 (1) · 80121090 (1) · 80200100 (1) · 80213032 (1) · 80221334 (1) · 80434440 (1) · 80434460 (1) · 81061122 (1) · 81110777 (1) · 81151506 (1)

City (1) · County (1) · FDOT (1)

1920 · 1987 · 1994 · 1993 · 1992 · 1991 · 1990 · 1989 · 1988 · 1986 · 1996 · 1985 · 1984 · 1983 · 1982 · 1981 · 1980 · 1979 · 1978 · 1995

Other values:

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10 (1) · 2 (1) · 5 (1) · 6 (1)

10500 (1) · 106500 (1) · 12100 (1) · 1550 (1) · 18100 (1) · 213000 (1) · 232000 (1) · 3450 (1) · 43000 (1) · 70815 (1) · 7700 (1) · 8800 (1)

2014 (1) · 2015 (1) · 2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1) · Overpass (1)

Highway (1) · Other (1)

Concrete (1) · Prestressed concrete (1) · Steel (1) · Steel continuous (1)

Slab (1) · Stringer/Multi-beam/Girder (1)

12 (1) · 138 (1) · 182 (1) · 49 (1) · 58 (1) · 60 (1) · 61 (1) · 62 (1) · 64 (1) · 68 (1) · 72 (1) · 79 (1) · 80 (1)

13 (1) · 14 (1) · 15 (1) · 28 (1) · 29 (1) · 33 (1) · 35 (1) · 41 (1) · 56 (1)

Good (1) · Very Good (1)

Good (1) · Very Good (1)

Good (1) · Very Good (1)

N/A (1)

N/A (1)

01-17 (1) · 02-18 (1) · 03-16 (1) · 04-17 (1) · 05-16 (1) · 06-17 (1) · 08-17 (1) · 09-16 (1) · 10-16 (1) · 10-17 (1)

1 - way (1) · 2 - way (1)

None (1)

Concrete Cast-in-Place (1)

Bridge foundations (including piles) on dry land well above flood water elevations. · 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 · 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 · 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. · Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations · 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 · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures. · 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. · Bridge not over waterway. · 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. · 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. · Other · None

122864 (1) · 13360 (1) · 15268 (1) · 18218 (1) · 184778 (1) · 20993 (1) · 2689 (1) · 27150 (1) · 369555 (1) · 402520 (1) · 5986 (1) · 74605 (1)

2036 (1) · 2037 (1) · 2038 (1) · 2039 (1)

None (1)