Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'ANGLE RD & BELCHER CANAL' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'CANAL ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1)
'Dundas Court ' (1) ·
'NB SR-615 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR A1A ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1)
940003 (1) ·
940004 (1) ·
940055 (1) ·
940057 (1) ·
940073 (1) ·
940084 (1) ·
940085 (1) ·
940101 (1) ·
940102 (1) ·
940137 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1) ·
940158 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
'0.1 Miles S. of Ave. D ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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 18 results in range #1 to #18.
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