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:
Critical 006b:
Facility 007:
'CR605 OLD DIXIE HW' (1) ·
'Dairy Rd ' (1) ·
'Hull Road ' (1) ·
'I 95 NB ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 NB ' (1) ·
'LPGA Blvd ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-405 WB ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'US-1 ' (1)
Number 008:
700029 (1) ·
700135 (1) ·
700203 (1) ·
790079 (1) ·
790171 (1) ·
790229 (1) ·
880105 (1) ·
930188 (1) ·
930199 (1) ·
930335 (1) ·
930336 (1) ·
930497 (1) ·
930498 (1) ·
940029 (1) ·
940121 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Boca Raton ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Hull Road - I-95 ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'US-1 over Turkey Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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 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) ·
Bridge not over waterway. (1)
Future 114:
12318 (1) ·
13360 (1) ·
148776 (1) ·
176174 (1) ·
177838 (1) ·
2500 (1) ·
2950 (1) ·
31752 (1) ·
45978 (1) ·
75473 (1) ·
7808 (1) ·
8154 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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