Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'FEC Railroad ' (1) ·
'Intracoastal Waterway ' (1) ·
'Nova Road Canal ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'Sixth St. ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Spanish River ' (1)
Number 008:
795587 (1) ·
890066 (1) ·
890068 (1) ·
890083 (1) ·
930142 (1) ·
930154 (1) ·
930226 (1) ·
930506 (1) ·
930507 (1) ·
940047 (1) ·
940049 (1) ·
940050 (1) ·
940072 (1) ·
940076 (1) ·
940082 (1) ·
940096 (1) ·
940097 (1) ·
940951 (1)
Location 009:
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Just North of SR70 on I95' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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