Drilldown: bridge data

12229 (1) · 15216 (1) · 16019 (1) · 16020 (1) · 16022 (1) · 16025 (1) · 17859 (1)

AM (1) · MM (1) · ST (1)

03-03 (1) · 04-03 (1) · 04-19 (1) · 06-03 (1) · 12-02 (1)

Brevard (1) · Martin (1) · Saint Lucie (1)

None (1) · 30975 (1) · Fort Pierce (1) · Melbourne (1)

00000 (1) · 00091 (1) · 00500 (1) · 00605 (1) · 00611 (1) · 0712A (1)

None (1)

'CANAL-1 ' (1) · 'CYPRESS CREEK #2 ' (1) · 'Indian River IWW ' (1) · 'TAYLOR CREEK ' (1) · 'TAYLOR CREEK CANAL-1 ' (1) · 'TEN MILE CREEK ' (1)

None (1)

'CR605 OLD DIXIE HW' (1) · 'CR712A (MCCARTY RD' (1) · 'KEEN RD (CR-611) ' (1) · 'SR91 N/S TPK 119.1' (1) · 'TAYLOR DAIRY ROAD ' (1) · 'US-192 EB ' (1) · 'US-192 WB ' (1)

700174 (1) · 700181 (1) · 890079 (1) · 940029 (1) · 940030 (1) · 940037 (1) · 940043 (1)

'0.3 MILES NORTH OF US-1 ' (1) · '0.3MI N OF CR-712 ' (1) · '0.5MI S of CR-608 ' (1) · '0.6MI N OF ANGLE ROAD ' (1) · '1.3 MI N OF PLM BCH CO LI' (1) · 'US-192 EB - Indian River ' (1) · 'US-192 WB-Indian River ' (1)

26581931 (1) · 27224710 (1) · 27275808 (1) · 27283659 (1) · 27283693 (1) · 28050237 (1) · 28050339 (1)

80104223 (1) · 80194850 (1) · 80225754 (1) · 80232645 (1) · 80265381 (1) · 80352939 (1) · 80352988 (1)

31 (1) · County (1) · FDOT (1)

1952 (1) · 1953 (1) · 1956 (1) · 1962 (1) · 1978 (1) · 1985 (1)

2 (1) · 4 (1)

18500 (1) · 2000 (1) · 300 (1) · 44400 (1)

2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1)

Waterway (1)

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

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

32 (1) · 41 (1) · 55 (1) · 68 (1) · 790 (1)

10 (1) · 13 (1) · 16 (1) · 28 (1) · 8 (1)

Fair (1) · Good (1) · Satisfactory (1)

Excellent (1) · Fair (1) · Good (1) · Satisfactory (1)

Excellent · Fair · Good · Imminent Failure · N/A · Poor · Satisfactory · Very Good · Other · None

Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. · 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. · Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. · 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. · 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. · 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. · Bridge closed because of channel failure. Corrective action may put back in light service. · N/A · No noticeable or noteworthy deficiencies which affect the condition of the channel. · Other · None

N/A (1)

01-17 (1) · 03-16 (1) · 11-17 (1)

1 - way (1) · 2 - way (1)

None (1) · 1991 (1)

Concrete Cast-in-Place (1) · Concrete Precast Panels (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 conditions; field review indicates action is required to protect exposed foundations (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)

2500 (1) · 32098 (1) · 3470 (1) · 500 (1) · 700 (1) · 77034 (1)

2038 (1) · 2039 (1)

None (1)