Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'Canal ' (1) ·
'Clint Moore Road ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Drainage Canal ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'South Relief Canal ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Blue Heron Blvd. ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 710 ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-5A ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'US-1 (SR-5) ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
700222 (1) ·
700229 (1) ·
790169 (1) ·
880089 (1) ·
930459 (1) ·
930486 (1) ·
930487 (1) ·
930497 (1) ·
930498 (1) ·
930501 (1) ·
930502 (1) ·
930523 (1) ·
930524 (1) ·
930525 (1) ·
930527 (1) ·
930534 (1) ·
931000 (1) ·
931004 (1) ·
931009 (1) ·
931010 (1)
Location 009:
'0.25mi. east of I-95 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 over US-192 ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
Longitude 017:
80035976 (1) ·
80040125 (1) ·
80041535 (1) ·
80044300 (1) ·
80052100 (1) ·
80052215 (1) ·
80052340 (1) ·
80052450 (1) ·
80053100 (1) ·
80064300 (1) ·
80084280 (1) ·
80095982 (1) ·
80101701 (1) ·
80102125 (1) ·
80102180 (1) ·
80121090 (1) ·
80225645 (1) ·
80422199 (1) ·
80430700 (1) ·
80510650 (1) ·
81031750 (1)
Built 027:
Lanes 028a: (Click arrow to add another value)
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:
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) ·
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:
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 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:
117980 (1) ·
118848 (1) ·
122864 (1) ·
125788 (1) ·
133595 (1) ·
136198 (1) ·
137065 (1) ·
157712 (1) ·
171592 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
27413 (1) ·
28628 (1) ·
49014 (1) ·
51182 (1) ·
63328 (1) ·
64195 (1)
Clearance 116:
Showing below up to 21 results in range #1 to #21.
