4439 search results for fla
E1W50Addendum004
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