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Yyyyyy x. yyyyyy

0000 xxxxxx xxxx , xxxx , xxxxx 00000

abc@xyz.com

xxx-xxx-xxxx H
xxx-xxx-xxxx W

 

EXPERIENCE:

1/day/2006-Present, 40-80 per week, Senior Staff Engineer, $62,000/year, Langan Engineering & Environmental Services, River Drive Center 0000 xxxxxx xxxx , xxxx , xxxxx 00000, Satyajit Vaidya, ( xxx-xxx-xxxx .

Spearhead large civil engineering projects with budgets up to $1.6 billion, including foundations for high-rise buildings, the world s largest pump station, levees, an NFL stadium, data centers, and excavations in dense urban areas. Skillfully negotiated with contractors, troubleshooting all types of issues. Hand-selected to organize and implement subsurface investigations to characterize sites and determine geotechnical design parameters based on the unique needs of each project.

Organize laboratory testing programs and analyze results to determine design parameters

Analyze slopes to determine safety factors and develop recommendations for the design parameters of driven piles, drilled shafts, spread footings, engineered fill, slope stability, pavements, site preparation, seismic design, foundation/retaining walls, slabs-on-grade, and settlements.

Actively collaborate in design of temporary excavation support systems, including slopes, tie-back anchors, concrete piers and lagging, underpinning, and rock bolts, and draft CADD drawings.

Drive the investigation of feasibility and cost effectiveness of utilizing innovative ground improvement techniques at poor soil sites to support shallow foundations in lieu of more costly options. Design surcharge fills, as well as collecting and analyzing surcharge settlement data.

Directed the field investigation and pile design for Contractor s temporary bridge structure for LPV 145 (Chalmette Loop Levee) outside New Orleans. Served as key member of Early Contractor Involvement for Gulf Intracoastal Waterway West Closure Complex outside New Orleans. Successfully ascertained validity of subsurface profile used for design of excavation for $1 billion pump station and gate closure along a navigational canal. Facilitate productive communication with Project Managers on project progress and Site Foreman to organize drilling and contractor support crews. Skillfully oversaw field operations regarding soil stabilization in staging areas and initial pump station excavation monitoring to establish potential usefulness of excavated soils as levee fill. Responsible for overseeing and inspecting drilled shaft installation, pile driving, footing and slab subgrade preparation, high capacity tie-down anchor installation/testing, inclinometer, piezometer, heave point anchor installation, underslab drainage system construction, and waterproofing of below-grade structures. Consistently review foundation plans, construction documents, and contractor submittals at all phases of design and construction to ensure compliance with engineering design recommendations, technical specifications, feasibility, and constructability guidelines. Tasked with the preparation of detailed technical specifications for all geotechnical-related aspects of construction, including excavation, filling, subgrade preparation, sheeting, bracing, underpinning, deep dynamic compaction, driven piles, and drilled shafts.

 

Strategically coordinate subcontractors, supervise geotechnical field investigations and desktop studies at 2 isolated sites for proposed gas pipeline compressor stations, ensuring adherence to tight schedule parameters. Effectively reduced mobilization costs by using the same subcontractors at both locations.

Successfully implemented an innovative laboratory test program to ensure simultaneous completion with the field investigation, allowing for geotechnical reports to be submitted to client within 24 hours. Carefully analyze oriented rock coring data, proficiently characterizing the nature of jointing in rock masses to be supported during foundation excavation and recommending appropriate stabilization measures. Skillfully analyze the potential for liquefaction of loose soils below proposed construction.

Perform in depth field inspection of construction of drilled shafts varying from 9-30 inches in diameter deriving capacity from skin friction and end bearing in soil and rock. Design and test high capacity tie-down anchors for design loads up to 616 kips. Recommend design changes and remedial actions to resolve issues encountered during construction, including the removal, replacement or bridging poor subgrade materials. Consistently collect and analyze vibration, crack gauge, tilt meter, and elevation and lateral control point monitoring data to effectively determine the impact of construction on adjacent buildings, subway structures, and streets. Responsible for preparing detailed monitoring reports for neighboring building and subway tunnel, efficiently summarizing data for private clients and transit authority.

Efficiently oversee engineering operations and geotechnical investigation quality control for the first offshore wind farm in the United States ( 3 miles east of Atlantic City, NJ), including drilled borings, undisturbed sample collection, cone penetrometer tests, pressuremeter, seismic dilatometer testing, and vibracore sampling. Collaborate with Environmental Specialists in taking environmental samples during excavation and site investigations.

Oversee field inspection services for hazardous material abatement and storage tank removal during all phases of demolition for the Giants Stadium. Provided detailed documentation of the removal, packaging and shipping of hazardous material and above-ground/underground storage tanks. Consistently reviewed environmental site assessments prior to site investigations to determine employee health and safety requirements and environmental sampling. Utilized proficiency in AutoCAD, Microsoft Office, CONSOL, ZSTRESS, Slide, gINT in handling all geotechnical operations and engineering services.

 

EDUCATION:

 

M.S., Civil Engineering (Geotechnical Specialty), Virginia Polytechnic Institute & State University, Blacksburg, VA, December 2005, GPA: 3.51

Soil Behavior (3 sem hrs), Foundation Engineering I (3 sem hrs), Environmental Geotechnics (3 sem hrs), Foundation Engineering II (3 sem hrs), Seepage and Earth Structures (3 sem hrs), Soil and Site Improvement (3 sem hrs), Geotechnical Earthquake Engineering (3 sem hrs), Methods in Geotechnical Engineering (Engineering Geology) (3 sem hrs), Finite Element Methods in Civil Engineering (3 sem hrs)

 

B.S., Civil & Environmental Engineering, University of Rhode Island, Kingston, RI, May 2004, GPA: 3.75

Structural Analysis I (3 sem hrs), Structural Analysis II (3 sem hrs), CADD for Civil Engineers (3 sem hrs), Surveying I (3 sem hrs), Analysis and Design of Concrete Structures (3 sem hrs), Environmental Engineering (3 sem hrs), Hydraulic Engineering (3 sem hrs), Water and Wastewater Transport Systems, Highway Engineering (3 sem hrs), Transporation Engineering (3 sem hrs), Geotechnical Engineering (3 sem hrs), Foundation Engineering (3 sem hrs)

 

 

 

ADDITIONAL INFORMATION:
SPECIALIZED TRAINING:

OSHA 40-hour Hazardous Waste Operations and Emergency Response Certification, January 2006; Annual 8-hour Refresher Training, current; OSHA Safety in Excavations Course, February 2006; Phase I Environmental Site Assessments, November 2008; Contaminated Soils Management, January 2009; Challenges to Constructing Geothermal Systems, November 2009


LICENSES/CERTIFICATES/AWARDS/ OTHER INFORMATION:

Registered Professional Engineer, State of New Jersey; Deep Foundations Institute; American Society of Civil Engineers; Chi Epsilon National Civil Engineering Undergraduate Honor Society.

 

 

 

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