Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
15604 (1) ·
15606 (1) ·
15608 (1) ·
15630 (1) ·
15632 (1) ·
15672 (1) ·
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19460 (1) ·
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19463 (1) ·
19464 (1) ·
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19467 (1) ·
19470 (1) ·
19471 (1) ·
19477 (1) ·
19480 (1) ·
19485 (1) ·
19493 (1)
County 003: (Click arrow to add another value)
Place 004:
Features 006a:
'C-51 Canal ' (1) ·
'Canal - D ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SWA Retention Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'Levee Road ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Park Road ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-710 ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
930121 (1) ·
930146 (1) ·
930159 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930334 (1) ·
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931005 (1) ·
931011 (1) ·
934158 (1) ·
934171 (1) ·
934299 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'300FT East of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'At US-441 Southern Blvd ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26284041 (1) ·
26342300 (1) ·
26352544 (1) ·
26352545 (1) ·
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26481194 (1) ·
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26490899 (1) ·
26500886 (1) ·
26554196 (1) ·
26571548 (1)
Longitude 017:
80065835 (1) ·
80075078 (1) ·
80075297 (1) ·
80075399 (1) ·
80080366 (1) ·
80082890 (1) ·
80090356 (1) ·
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80102528 (1) ·
80112928 (1) ·
80162947 (1) ·
80170170 (1) ·
80210453 (1) ·
80214953 (1) ·
80215065 (1) ·
80295638 (1) ·
80324800 (1) ·
80334956 (1) ·
80380610 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80492277 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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)
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) ·
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:
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:
Showing below up to 29 results in range #1 to #29.
