4643 search results for fla
DBE AA Approval List 07 21 25
STREET VALENTINO'S PAINTING SIGNS KAREM GONZALEZ 9455 WEST FLAGLER MIAMI FL 33174-2079 2026/10/18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/dbe-aa-approval-list-07-21-25_60290fdd-4be7-4068-85c6-df765535ecff.pdf?sfvrsn=6d139b8d_1DBE AA Listing - 03_20_2025
PAINTING SIGNS KAREM GONZALEZ 9455 WEST FLAGLER MIAMI FL 33174-2079 2026/10/18 06 CORP ST APT C606
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/dbe-aa-listing---03_20_2025_20423671-02ed-4823-86bc-9f4e8f3249a3.pdf?sfvrsn=46e5d16f_1DBE AA List - 03_05_2025
City State Zip Expiration Date District VALENTINO'S PAINTING SIGNS KAREM GONZALEZ 9455 WEST FLAGLER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/dbe-aa-list---03_05_2025_de546f56-7d98-4e5e-ac24-1a7fba48a747.pdf?sfvrsn=e4a713cd_1DBE AA Plan Listing - 02_20_2025
State Zip Expiration Date District VALENTINO'S PAINTING SIGNS KAREM GONZALEZ 9455 WEST FLAGLER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/dbe-aa-plan-listing---02_20_2025_0c3bf263-fbc9-4969-80a8-a852b1dad511.pdf?sfvrsn=3e97fe31_1DBE AA Approval List - 04_04_2025
FLAGLER MIAMI FL 33174-2079 2026/10/18 06 CORP ST APT C606 VECELLIO & GROGAN INC dba JOE KLAAS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/dbe-aa-approval-list---04_04_2025_e235be15-cf07-43bf-bfcf-d733d4ed6340.pdf?sfvrsn=8a0a65de_1DBE AA Plan Listing - 02_05_2025
GONZALEZ 9455 WEST FLAGLER MIAMI FL 33174-2079 2026/10/18 06 CORP ST APT C606 VECELLIO & GROGAN INC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/dbe-aa-plan-listing---02_05_2025_b0d2cd5d-0d21-48f1-85ed-614e41750a8d.pdf?sfvrsn=4de97b70_1AA Plan Approvals 01082026
VALENTINO'S PAINTING SIGNS KAREM GONZALEZ 9455 WEST FLAGLER MIAMI FL 33174-2079 2026/10/18 06 CORP ST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dbe-reports/aa-plan-approvals.pdf?sfvrsn=fb818af8_3AA Plan Approvals 1_20_2026
9455 WEST FLAGLER MIAMI FL 33174-2079 2026/10/18 06 CORP ST APT C606 VECELLIO & GROGAN INC dba JOE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/aa-plan-approvals-1_20_2026.pdf?sfvrsn=f96a6dbe_1BED29 977-09 Deliverable 2 Final
State of Florida Department of Transportation EVALUATION OF CONCRETE PILE TO FOOTING OR CAP CONNECTIONS (Project No.: BED29-977-09) FINAL REPORT Principal Investigator Armin Mehrabi Florida International University 10555 W. Flagler St., EC 3606 Miami, FL 33174 Phone: 305-348-3653 Email: amehrabi@fiu.edu Project Manager Christina Freeman Florida Department of Transportation M.H. Ansley Structures Research Center 2007 E. Paul Dirac Dr. Tallahassee, FL 32310 Phone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2024/bed29-977-09-deliverable-2-final_09d72180-be26-47bf-9fb5-71998b48361f.pdf?sfvrsn=a30c56ab_1fdot-bed29-977-09-rpt
State of Florida Department of Transportation EVALUATION OF CONCRETE PILE TO FOOTING OR CAP CONNECTIONS (Project No.: BED29-977-09) FINAL REPORT Principal Investigator Armin Mehrabi Florida International University 10555 W. Flagler St., EC 3606 Miami, FL 33174 Phone: 305-348-3653 Email: amehrabi@fiu.edu Project Manager Christina Freeman Florida Department of Transportation M.H. Ansley Structures Research Center 2007 E. Paul Dirac Dr. Tallahassee, FL 32310 Phone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed29-977-09-rpt.pdf?sfvrsn=8d798b4_12024FDM264NoisePerimWalls
in flat terrain. Therefore, provide plan details that make clear to the contractor the final top of wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm264noiseperimwalls.pdf?sfvrsn=c02a1ce9_12024FDM265ReinfConcBox
be required for flat-topped culverts. (4) Arch units are preferred in cases where fills above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm265reinfconcbox.pdf?sfvrsn=5675a11a_1649-010
Flat Washer Lifting Bar Nut Pole Cap Plate Pole Pole Pole Cap Plate Cast Aluminum Pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/649-010.pdf?sfvrsn=9391b65b_12024FDM264NoisePerimWalls
. Natural ground elevations at the base of the noise wall fluctuate, even in flat terrain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm264noiseperimwalls.pdf?sfvrsn=be1e6393_12024FDM265ReinfConcBox
be required for flat-topped culverts. (4) Arch units are preferred in cases where fills above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm265reinfconcbox.pdf?sfvrsn=1ac3e33e_1AppendixB
Soils Slope Land Use Min. Max. Min. Max. Flat Woodlands 0.10 0.15 0.15 0.20 (0-2%) Pasture, grass
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixb.pdf?sfvrsn=a095e6b2_52024-01-25_FL_Weigh Stations Best Practices
solution to identify underinflated, missing, or flat tires utilizing sensors in conjunction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mcsaw/2024-01-25_fl_weigh-stations-best-practices.pdf?sfvrsn=a90ac594_42025FDM265ReinfConcBox
that would be required for flat-topped culverts. (4) Arch units are preferred in cases where fills
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm265reinfconcbox.pdf?sfvrsn=7efacf89_1