4643 search results for fla
Underwater Noise Level Study During Impact Pile Driving (completed by University of North Florida)
geometrical meshes that captured local bathymetry. Water surfaces were assumed to be flat while upstream
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/underwater-noise-level-study-during-impact-pile-driving-(completed-by-university-of-north-florida).pdf?sfvrsn=2390afff_1E1W50Addendum001
length. The superstructure identified in the bridge development report is a flat slab deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum001.pdf?sfvrsn=fd1f8de9_1E1W50RFP
length. The superstructure identified in the bridge development report is a flat slab deck, supported
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50rfp.pdf?sfvrsn=4721637_1E1W50Addendum002
identified in the bridge development report is a flat slab deck, supported by rectangular concrete bent caps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum002.pdf?sfvrsn=b0462ea3_1E1W50Addendum004
is a flat slab deck, supported by rectangular concrete bent caps on 18-in prestressed concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum004.pdf?sfvrsn=96b59839_1444634-1_SR72_LHR-Final
& Hydrologic Features The topography of the project area is relatively flat with elevations ranging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_lhr-final.pdf?sfvrsn=20041bb7_1MAX-Tension TL-2 Parallel (31) - MASHT TL2 - Manual
A (ECN 3691) Site Grading All testing was completed on a relatively flat and controlled testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/max-tension-tl-2-parallel-(31)---masht-tl2---manual.pdf?sfvrsn=36a514e5_1441700-1_Cove Road PD&E_Final_Location Hydraulics Memo
near SW Gaines Avenue. From Ault Avenue east to SR 5/US 1 relatively flat with elevations ranging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/441700-1_cove-road-pd-e_final_location-hydraulics-memo.pdf?sfvrsn=e57f43e8_1MAX-Tension TL-3 Median (31) (DF) - MASH TL3 - Manual
3769) Site Grading All testing was completed on a relatively flat and controlled testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/max-tension-tl-3-median-(31)-(df)---mash-tl3---manual.pdf?sfvrsn=8a857108_1