Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'B19 Canal ' (1) ·
'Burns Road ' (1) ·
'Cambridge Canal ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I-95 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Northlake Blvd. ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-421 ' (1)
Critical 006b:
Facility 007:
'Central Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'Esplanade Avenue ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'I-95 NB ' (1) ·
'Investment Lane ' (1) ·
'Madeline Avenue ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'Trailwood Drive ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
Number 008:
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790229 (1) ·
794188 (1) ·
796413 (1) ·
796414 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930516 (1) ·
930517 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
930557 (1) ·
931013 (1) ·
934162 (1) ·
934175 (1)
Location 009:
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB over Rose Bay ' (1)
Latitude 016:
26475245 (1) ·
26483165 (1) ·
26492016 (1) ·
26492039 (1) ·
26492500 (1) ·
26494986 (1) ·
26495114 (1) ·
26502490 (1) ·
26503600 (1) ·
26503760 (1) ·
26503846 (1) ·
26503900 (1) ·
26504600 (1) ·
26504915 (1) ·
26510969 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29060108 (1) ·
29061303 (1) ·
29062200 (1) ·
29071179 (1) ·
29082970 (1)
Longitude 017:
80032660 (1) ·
80054200 (1) ·
80054600 (1) ·
80054615 (1) ·
80054982 (1) ·
80055200 (1) ·
80055205 (1) ·
80055370 (1) ·
80055517 (1) ·
80070800 (1) ·
80074716 (1) ·
80101483 (1) ·
80101580 (1) ·
80102860 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
80591575 (1) ·
81014200 (1) ·
81015661 (1) ·
81024200 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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:
Direction 102:
Rebuilt 106:
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 not over waterway. (1)
Future 114:
Clearance 116:
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