Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'CSX-RR ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Nova Canal ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'Big Tree Road ' (1) ·
'Boynton Beach Blvd' (1) ·
'CR-516 ' (1) ·
'E/B S.R. A1A ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR804 E Ocean Ave.' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR-710 ' (1) ·
'WB SR704 to SB I95' (1) ·
SR-518 (1)
Number 008:
700183 (1) ·
700184 (1) ·
700188 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790176 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
794154 (1) ·
890158 (1) ·
890160 (1) ·
930362 (1) ·
930370 (1) ·
930407 (1) ·
930439 (1) ·
930463 (1) ·
930464 (1) ·
930469 (1)
Location 009:
'1 Mile S of Boynton Inlet' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'CR-516 over I-95 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26271300 (1) ·
26313736 (1) ·
26314000 (1) ·
26404080 (1) ·
26410722 (1) ·
26422570 (1) ·
26522014 (1) ·
27115581 (1) ·
27115681 (1) ·
28020728 (1) ·
28075792 (1) ·
28081497 (1) ·
29012750 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29061303 (1) ·
29095834 (1) ·
29125666 (1) ·
29125688 (1) ·
29181820 (1)
Longitude 017:
80031431 (1) ·
80043790 (1) ·
80074325 (1) ·
80121500 (1) ·
80121800 (1) ·
80122748 (1) ·
80122859 (1) ·
80144324 (1) ·
80214953 (1) ·
80360766 (1) ·
80370269 (1) ·
80392393 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81005684 (1) ·
81005748 (1) ·
81012484 (1) ·
81053911 (1) ·
81211769 (1)
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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. (1) ·
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Inspect Date 090:
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 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 (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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