Drilldown: bridge data
From Indian River Lagoon Project
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'90th Ave. ' (1) ·
'BOYNTON CANAL ' (1) ·
'Canal L-14 ' (1) ·
'Clint Moore Road ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
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'Lake Ida Road ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'South Relief Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-46 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
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Addison Canal (1) ·
Wickham Road (1)
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'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'US-1 (SR-5) ' (1) ·
'Woolbright Road ' (1) ·
I-95 (1)
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'0.1Mi. E of Bayshore Blvd' (1) ·
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'2 MI N OF GLADES RD/SR808' (1) ·
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'2.0 mi S of SR-60 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
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'ADJACENT TO US-441 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Exit 56 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'North of P. Beach Airport' (1) ·
'SW quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
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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)
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