Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CR709 GLADES RD & FEC RR' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (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 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1)
Number 008:
890079 (1) ·
890084 (1) ·
930142 (1) ·
930146 (1) ·
930159 (1) ·
930215 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930333 (1) ·
930334 (1) ·
940053 (1) ·
940072 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940951 (1) ·
941000 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
Direction 102: (Click arrow to add another value)
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:
103753 (1) ·
119194 (1) ·
136198 (1) ·
14314 (1) ·
171592 (1) ·
18218 (1) ·
34960 (1) ·
42189 (1) ·
4511 (1) ·
69920 (1) ·
77034 (1) ·
8415 (1)
Future Year 115:
Clearance 116:
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