Drilldown: bridge data
From Indian River Lagoon Project
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Features 006a:
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'LWDD E-1 CANAL ' (1) ·
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'SFC DIST CANAL NO 1 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Benoist Farms Rd ' (1) ·
'BISCAYNE DRIVE ' (1) ·
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'SR-91 TPK NS 81.77' (1) ·
'SW 48th Avenue ' (1) ·
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US-1 (1)
Number 008:
700178 (1) ·
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Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR-4139 over I-4 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26232019 (1) ·
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29011550 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80040600 (1) ·
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80495858 (1) ·
80553031 (1) ·
81055781 (1) ·
81060905 (1) ·
81135412 (1) ·
81143187 (1) ·
81145411 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
113000 (1) ·
12600 (1) ·
1340 (1) ·
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15250 (1) ·
15800 (1) ·
15900 (1) ·
16000 (1) ·
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18300 (1) ·
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200 (1) ·
2000 (1) ·
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2993 (1) ·
3000 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
3250 (1) ·
3600 (1) ·
400 (1) ·
4800 (1) ·
5760 (1) ·
748 (1) ·
8150 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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: (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 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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
1249 (1) ·
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25331 (1) ·
26459 (1) ·
27413 (1) ·
27587 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
34180 (1) ·
34526 (1) ·
3460 (1) ·
38170 (1) ·
4510 (1) ·
4858 (1) ·
500 (1) ·
5000 (1) ·
5205 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
5639 (1) ·
6246 (1) ·
6912 (1) ·
8328 (1)
Clearance 116:
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