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J. Scott Hollingsworth, PG

J.S. Held expands equipment consulting practice with the acquisition of Werlinger & Associates.

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J. Scott Hollingsworth, PG
 

Professional Geologist

 

800-971-7252 (Work)
813-460-4634 (Mobile)
2701 West Busch Boulevard, Suite 200
Tampa, Florida 33618

For current engineering licensure info, click here.

Professional Registration:

PG 3012 / FL [State of Florida Professional Geologist License]


Summary of Experience:

Scott has over seven years of geotechnical experience including:

Direct geotechnical investigations with standard penetration test borings, cone penetrometer soundings, and hand auger borings, for subsidence and karst activity investigations, Phase-I & II environmental site assessments, and pre-construction site evaluation at residential and commercial properties throughout Florida.

Geophysical surveys using ground penetrating radar and electrical resistivity imaging.

Monitoring of geotechnical engineering and ground improvement projects including compaction and limited mobility displacement grouting, chemical grout injection, vibro-flotation stone columns, and deep foundation pile installation.

Laboratory soil analysis including USCS soil classification, proctor compaction tests, grain size distribution, soil fines content by #200-seive wash and hydrometer, total organic carbon content, Atterberg limits, and limerock bearing ratios.

Land surveying and mapping using total stations, RTK-GPS, digital levels, 3D laser scanning, and AutoCAD.

Scott Hollingsworth has substantial experience in geotechnical investigations including monitoring SPT and CPT drilling operations for proposed construction, foundation recommendations, karst activity, ground subsidence, and Phase II environmental assessments. He is proficient in soil sampling/ exploration by hand auger, and in conducting soil-engineering lab tests including proctor compaction tests, grain size distribution, soil fines analysis use #200-sieve wash and hydrometer, total organic carbon content, atterberg limits, and limerock bearing ratios.

He has been involved in the verification and monitoring of geotechnical remediation projects including grout compaction, chemical grout injection, vibro-flotation rock pile, timber pile, helical pile, and push pier installation. He is proficient in preparing geotechnical reports which include soil boring location maps, soil boring logs, and installation plans for remediation using AutoCAD and Winlog, and Strater.

He also has extensive experience collecting field data for Phase I environmental assessments and structural damage assessments, including drawing and annotating site diagrams, photographing structural damages, performing slab elevation surveys, and collecting subsurface data using Ground Penetrating Radar.

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