P. RODNEY MANK, P.E. - Meskel & Associates Engineering, PLLC

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FDOT Central Avenue Rail Trail – Hamilton County, FloridaSenior Geotech Engineer responsible for project and staff/sub-consultant management. Scope of work includesall field and laboratory testing services for design of a multi-use trail within the ROW of a former rail bed, plusdesign of a new stormwater collection/conveyance system. Field work includes auger and SPT borings along theplanned trail and the stormwater pipeline route. Reporting will include evaluation of the encountered subsurfaceconditions for trail and pipeline support, and construction recommendations for fill and backfill placement.FDOT D2, SR 200 (US 301) Starke By-Pass Segment 3 – Starke, Florida & SR 200 (US 301) BaldwinBy-Pass – Baldwin, FloridaSenior Geotechnical Engineer. These projects include new roadway and bridge construction in Starke andBaldwin, Florida. Each project includes subsurface explorations for approximately 2 to 4 miles of proposedroadway, bridge, culvert design, miscellaneous structures and ponds. The field explorations include split-spoonsampling, auger boring drilling, test pit explorations, and muck probing. MAE project responsibilities include thepreparation of Roadway Soil Survey and Structures Reports including recommendations for roadway, bridge, highembankment and miscellaneous structure design and construction.I-295 Off-Ramp to SR-228 (Normandy Boulevard) – Duval County, FloridaSenior Geotechnical Engineer responsible for this project which includes the widening of I-295 northbound exitramp to accommodate dual left turn lanes at SR 228 (Normandy Boulevard) and construction of mast arm signals.MAE’s responsibilities include SPT borings at the mast arm signal locations, auger borings for the proposedroadway widening and pavement cores of the existing ramp and Normandy Boulevard pavement. A RoadwaySoils Survey Report was prepared which included recommendations for new pavement construction, mast armsignal foundation design recommendations, and results of the soil borings and pavement cores.Blackrock Road Improvements – SR A1A to Heron Isles Parkway – Nassau County, FloridaSenior Geotechnical Engineer for this project which includes approximately 2 miles of roadway widening,addition of turn lanes. This project includes the replacement of the existing box culvert at Lanceford Creek with aGeosynthetic Reinforced-Soil Integrated Bridge System (GRS-IBS), the first bridge system of this type built inFlorida. MAE’s responsibilities include Standard Penetration Test (SPT) borings at the creek crossing, augerborings and bulk soil sampling for the roadway widening, and pavement coring. A Roadway Soils Survey Reportwas prepared which will include recommendations for new pavement construction, pavement milling depth andresurfacing recommendations. All required analysis, including settlement, over-turning and global slope stabilitywas performed for the GRS-IBS.FDOT D2, US 17 Widening, Wells Road to I-295 – Clay County, FloridaSenior Geotechnical Engineer on this on-going project that includes widening of the existing US 17 NB lanes inDuval County, Florida. The proposed construction will consist of new pavement, miscellaneous structures,including mast arms and lighting, and stormwater management improvements. MAE responsibilities includepavement coring and soil borings for roadways and ponds, and preparation of recommendations for foundationand pavement design, and roadway construction.Highridge Estates Roadway Reconstruction – Clay County, FloridaSenior Geotechnical Engineer responsible for project, staff and subconsultant management. Scope of workincluded field explorations, laboratory testing and geotechnical analyses related to evaluation of current clayeysoil-surfaced roadways and design recommendations for a flexible pavement section. Field exploration includedAuger borings along the existing roadways, bulk sampling of the current surface soils for laboratory testing forLBR (base material) and permeability (swale design for stormwater drainage). Report submittal includedrecommendations for pavement design and construction and recommendations for reuse of the current roadwaysurface soils as base material for the new section. (IE)SR 9B from SR 9A Intersection to I-95, Jacksonville, Duval County, FloridaSenior Geotechnical Engineer responsible for review of all field exploration data, laboratory testing andengineering analyses, as well as review of all final reports. Project scope included geotechnical exploration andanalyses for new 4-lane divided roadway with several bridges high embankments and MSE walls, plus severalmiscellaneous structures (high-mast lighting, culverts, overhead signs). Project also included delineating severalIE = Individual Experience2 | P a g e8936 Western Way, Suite 12Jacksonville, Florida 32256Phone: (904)519-6990 Fax: (904)519-6992
areas of unsuitable organic soils and providing recommendations for removal and replacement with engineeredfill. (IE)SR 23 (Branan Field/Chaffee Road) from 103rd Street to I-10, Jacksonville, Duval County, FloridaGeotechnical Engineer-of-Record for 4-Lane Divided Highway with 4 split-grade interchanges at: Argyle ForestBoulevard, 103 rd Street, Normandy Boulevard, and New World Avenue. In addition, the project included Ramp P-2 Bridge (fly-over) at I-10, SR-23 Bridge over I-10, and Replacement of Halsema Road Bridge over I-10. Scopeincluded all field exploration, lab testing, engineering analyses and report preparation and review for a newlimited-access roadway on fill. Geotechnical issues addressed on this project included delineation of excessivelyorganic soils and recommendations for removal and replacement with engineered fill, pile foundations for bridgestructures, MSE walls for high embankments, foundation recommendations for miscellaneous structures (highmastlighting, overhead signs, culverts), and geotechnical information for stormwater retention pond design. (IE)Race Track Road Improvements & Durbin Creek Bridge Replacement, St. Johns County, FloridaSenior Geotechnical Engineer responsible for review of all field exploration data, laboratory testing andengineering analyses, as well as final reports. Project included geotechnical exploration and analyses forwidening the existing 2-lane roadway to a 4-lane divided roadway, including a new bridge over Durbin Creek andwidening the existing overpass of I-95. Project also included design of the new pavement section. (IE)SR 415 from SR 46 to Volusia County Line, Seminole County, FloridaAs Senior Geotechnical Engineer, reviewed all geotechnical work for project; scope included field exploration,laboratory testing and engineering analyses related to widening existing 2-lane roadway to a 4-lane dividedroadway, new stormwater retention ponds and drainage structures. (IE)Taylor Road Widening, Volusia County, FloridaSenior Geotechnical Engineer responsible for review of all field exploration data, laboratory testing andengineering analyses, as well as final report. Project included geotechnical exploration and analyses for wideningexisting 2-lane roadway to a 4-lane roadway, including new culverts and stormwater retention ponds. (IE)City of Jacksonville, Miscellaneous Dredge and Waterway Infrastructure – Jacksonville, FLSenior Geotechnical Engineer responsible for technical evaluations and staff management. Scope of work includesevaluating the subsurface conditions at multiple sites in the area of distressed bulkhead walls. MAE’s field workincludes performing Standard Penetration Test (SPT) borings using track-mounted and Tripod drillingequipment. Reporting includes estimated geotechnical engineering soil properties required for wall designincluding soil unit weight, friction angle, cohesion and earth pressure coefficients.City of Jacksonville, Lower Eastside Drainage, Phase 3 – Jacksonville, FLSenior Geotechnical Engineer for this drainage improvement project. The scope of work included exploringsubsurface and pavement conditions along the alignment of a proposed stormwater collection system. Field workincluded SPT and auger borings, and pavement coring. Recommendations were provided for pipeline andmanhole support, and pavement design and reconstruction.JEA San Jose Phase Out, Tie to Royal Lakes Outfall – Jacksonville, FLSenior Geotechnical Engineer for this project, which included design of an approximately 3,100 LF, 20-inchdiameter force main. MAE’s responsibilities included Standard Penetration Test (SPT) borings at the proposedjack and bore locations, and auger borings along the pipeline alignment. A Geotechnical Report was prepared thatincluded geotechnical design recommendations for the pipeline and manhole support.JEA Arlington Booster Pump Station – Jacksonville, FLSenior Geotechnical Engineer for this facility, which included the design of a one-story prefabricated ElectricalBuilding structure and a concrete slab-on-grade to support the planned pumps. MAE’s responsibilities includedStandard Penetration Test (SPT) borings within the area of the proposed structures. A Geotechnical Report wasprepared that included foundation design recommendations.JEA Circuits 675/676 Replace Structure 4 – Jacksonville, FLSenior Geotechnical Engineer for this project, which included the replacement of the 2-pole Structure 4 of Circuits675/676 due to the condition of the wood poles. MAE’s responsibilities included one Standard Penetration TestIE = Individual Experience3 | P a g e8936 Western Way, Suite 12Jacksonville, Florida 32256Phone: (904)519-6990 Fax: (904)519-6992
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P. RODNEY MANK, P.E. - Meskel & Associates Engineering, PLLC

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