Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
6
& Channel 061:
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.
Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Canal - D ' (1) ·
'Canal L-14 ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-1 CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'South Relief Canal ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
Addison Canal (1)
'Atlantic Ave. ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'Boynton Beach Blvd' (1) ·
'Congress Ave. ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Linton Blvd. ' (1) ·
'Military Trail ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-520 ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
I-95 (1)
700193 (1) ·
700229 (1) ·
880089 (1) ·
930163 (1) ·
930215 (1) ·
930375 (1) ·
930391 (1) ·
930402 (1) ·
930438 (1) ·
930463 (1) ·
930464 (1) ·
930497 (1) ·
930498 (1) ·
931009 (1) ·
931010 (1) ·
934138 (1) ·
934360 (1) ·
934986 (1)
'.5 mi East of I-95 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'1.7 miles North of SR 706' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
I-95 over Addison Canal (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 (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)
113642 (1) ·
131860 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
176174 (1) ·
19104 (1) ·
27760 (1) ·
27934 (1) ·
28194 (1) ·
28628 (1) ·
45978 (1) ·
58990 (1) ·
59858 (1) ·
63328 (1) ·
79810 (1)
Showing below up to 18 results in range #1 to #18.
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