Project Management Program

*

Thomas Tadayon

**** *** ******** ****, **** **8 Calabasas, CA 91302

Mobile: 818-***-**** & Home: 747-***-****

*************@*****.***

Seeking a Position in Program Management/Project Management/Construction Management Qualifications

Motivated individual offering extensive experience with academic background and over 35 years of experience in Construction/Consulting Industry. Background in Civil Engineering Specialized in Program Management/Project Management/Construction Management utilized in various types and size of projects from low rise to high rise commercial, industrial and government with all diverse structures (Structural Steel, Reinforced Concrete & Wood Framing) to Transportation with various type of Roads, Bridges, Steel Soldier Piles/Lagging, Ground Anchor, Tieback to CIDH Piles, Pile Driven (Steel & Concrete), to Drilling 24” over 98’ as footing with County lever for Building and Bridge Structures. Retaining Walls, SWPPP and Landscape. Monitoring the construction activities, reviewing of CPM, Milestone to implementing (IIPP). Interaction with Environmental & Public Agencies to Matrix Close-Out Documentation with Submittals/Warranties. Dedicated, Self-Starter, Problem Solving, Great Negotiator, Administrative Abilities, Creative Intelligence, Hands on A/E, Excellent Report Writer, Conduct Weekly, Monthly Progress Meetings, Minute Script Writer, PC Literate (Microsoft Professional 365, Adobe Acrobat Professional & Auto Cad). Efficient, Responsible, Hard worker, Team Builder/Player. Direct Knowledge and experience with Modern Digital Technology BIM 360, BLUEBEAM. Virtual Meetings with Microsoft Teams, ZOOM and OSHA Certified. Professional Experience –Accomplishments

As a Professional PM/CM my first objective is to develop and manage to meet project goals. From procurement, predesign, constructability review of Architectural/Engineering Plans/Specs to complete design with Crystal Clear Scope or work to meet the budget within the certain contingency to minimize the Addendum and future Change Orders. Bidding process and Reviewing of the submitted bidders’ documents and award of the contract to apparent low bidder, Kick Off meeting to issuing NTP and monitoring the course of construction projects from the Start to Completion within the Time and Budget and meet Milestones. Reviewing of Monthly Payment Request and Approval. Conduct weekly /monthly progress meetings, reviewing construction schedule CPM and SIS (Short Interval Schedule) Look Ahead 2 weeks, minute writing. Keeping the progress meetings within 45 minutes to1 Hour no matter the size of project. Prompt response to RFIs, RFPs & CCOs and negotiate the price with Contractors.QA/QC process. Multitask and working for wide variety of projects simultaneously. Monitoring the activities and progress and reporting to management within the program. Plan, direct, supervise and control the execution of all technical, fiscal and administrative functions of the assigned projects. Interaction with related work Enforcement Officers, such as Police, Sheriff, Highway Patrol or at the Airport project with NSA and the Airport Police for Coordination and Updated Reports as Required. Accomplished projects from New Buildings to Renovation and Infrastructure of new Bridges to Metro Station & Tunneling, Relocation of Underground Utilities (UGU) to Seismic Retrofit, Rehabilitation, Widening of Roads/Bridges, Replacement of Bridge Deck, Retaining Walls, and Sound Wall projects. Utilities in ITS Infrastructure to Modern Technology with LEED, BIM. Interacting with Government Agencies (DSA, OPSC, OSHPOD, City, and County to DOT). Monitoring of the Contract Documents to Environmental Control, Cost Analysis, Schedule of Value and Value Engineering to Site Specific Safety Program to meet State/Federal OSHA requirements for multiple projects from 100 k to 548M with not a single claim.

I. Program Management, Project Management, Construction Management 8/2003 – Present, ASHLAR Contractors & Developers, Inc. (Design/Build) & ASHLAR Construction Management, California from Construction to Program Management, Project Management & Construction Management,

• LAUSD – Los Angeles Unified School District- Program Management for K-12 in Los Angeles for various projects.

• Section- 8 Los Angeles Housing Authorities, Los Angeles. Consultant/ PM/CM – Renovation & Remodeling, Retrofit. 4.8M

• Design/Build, Medical Facilities, Outpatient Surgical Clinic. Interaction with OSHPD. San Petro, CA.

• Los Angeles World Airports (LAWA), Design/Build for Van Nuys Airport (IT Room Infrastructure), PM/CM - Seismic Retrofit, New Rooftop AC unit interaction with Airport Police and NSA Airport Security and report the activities to LAW management besides several other projects on buildings surrounding LAX for upgrading and replacing of doors/windows and sound proofing to prevent the noise from airplanes. 6.7M

• Renovation / Remodeling/ Upgrading including Consulting, Design for several Commercial High-Rise, Low-Rise and Industrial buildings in City of Los Angeles ranging from $45K to 2.8 M.

• SCRRA- Southern California Railroad Authorities/METROLINK – Consultant /Field Engineer/Inspector for Bridge & Span Replacement Projects and Slab Span Replacement for total of 19 Bridges from Valley Subdivision to Ventura Subdivision from Simi Valley to San Gabriel Subdivision.5.4M.

• Design/Build Parking Lot Improvement project for a Medical Building with Access ADA Compliance and increasing number of Handicap to the new Code.548K.

2

City of Santa Clarita, CA, Consultant/Construction Manger Projects primarily involved in AC paving Overlay and Slurry Seal for community. Interaction with different Prime and their Subcontractors. Provide weekly progress meeting/ meeting minute’s distribution using E-Docs for documentary from daily diary report to correspondence, RFI, RFP & CCOs. 6.7M.

• Design and improvement of 2 Parking Lot including new landscaping with the City Approval and Permits. Renovation of a Medical Building 645K.

• In a process of negotiation for a Design/Build of a 2 story Parking Structure in a shopping center with innovative plan placing Solar Panels on the rooftop in Santa Clarita estimated 12.3M.

• Interaction with investors for building multimillion Dollar Mixed Use project as a Design-Build in downtown LA with conceptual design of 3 story parking structure, 5 story shopping center and possibly 35 story apartment units’ conceptual cost of 650M.

• Pre Design/Design to manufacturing Light Gage Steel Framing- Los Angeles, CA, A ground up structures with BIM and LEED technology from Feasibility/Conceptual Design to Architectural & Engineering (A/E), Land Surveyor, Geotechnical, Footing/Foundation, Structural Steel Framing to Mechanical, Electrical & Plumbing (MEP) and Project Management for a none Combustible Buildings, with light gage steel (12 – 20 gage), with wall panels, flooring system and trusses, low cost, reduce waste of material, speed market, Free of mold, fungus, and termite for construction of 80,000 SF of Marriott, Anaheim and 140,000 SF of Senior Assistant Living, Huntington Beach 4 story building from the Pre Design and Manufacturing to actual construction. PM/CM and interaction/Scheduling/Coordination with trades to completion 5D.4.8M

• Construction of various and different size projects mainly Repair, Renovation / Remodeling for LAUSD, City of Glendale, and Conejos Valley School District from 55K to 550K.

• LACCD – Construction of various projects; Renovation of Art Gallery, Cafeteria Replace UG Utility, Sheriff’s Office Security System & etc., from 25K to 525K.

• MTA/TTC Metro Transit -Design/Build of a New Bus Wash, San Fernando, including Approved Plans & Permits from City of LA. 385K. LACCD – LAPC

Project Manager at Pierce College, the largest Campus in the US. Several Projects in Design Phase reviewing of Consulting Firms from SD- Schematic Design to DD- Design Development to CD- Construction Documents on BIM 360 and BLUEBEAM and Comments for Corrections and Modifications for Crystal Clear Plans & Specification to minimize the Liabilities with Cost Estimate, Value Engineering with Risk Management from Early Stage to 55% & 100%. Submittal Process to DSA to 100% Approval of Plans & Specs. The projects mainly involved Storm Water at Northeast/ North to Northeast/South Implementation and Sheppard Stadium Parking Lot 5 Biofiltration, Landscape, AC Paving to Solar Arrays and EV Charging Power Station. Estimated Cost 65M Plus. Larkspur School District – Larkspur, CA, PM/CM,

Program Management, Master Planning for Renovation/Modernization to New Construction of Auditorium and Expansion. Driving of 184 Prestressed Concrete piles 18”x 18” and average of 42’ deep embedded in bedrock and using shotcrete method on the retaining & foundation walls and grade beams, Common Trenching/Backfilling for new underground utilities UG Power (High/Low), Water, Gas, Sewer line a to new lift station and construction and coordination and interactions with PG&E for offsite activities and installation of a New Manhole based on the PG&E Engineering plans for a new Auditorium, Library and Landscape, ADA Parking with modern technology using Low Voltage Fiber Optics Cable with High Speed Data Transfer, VPN Network, using Wi-Fi with new computerized system for Audio, AV Presentation, Lighting, Security Cameras with CAT 5 Plenum Data Cable, update and install new Fire Alarm, Wiring, New Fire Smoke/ New Speaker Strobes, Fire Watch, Fire Safety/Fire Sprinkler comply with ADA conformance on campus.12.4M. Alameda Unified School District – Alameda, CA, PM/CM,

• Major Renovation, Upgrading, Infrastructure, ADA access Compliance, to new elevator, skywalk and Modernization of schools to high tech networking in classrooms for Low Voltage Fiber Optics Cable with High Speed Data Transfer, VPN Network, using Wi-Fi with new computerized system for Audio, AV Presentation, Lighting, Security Cameras with CAT 5 Plenum Data Cable, update and install new Fire Alarm, Wiring, New Fire Smoke/ New Speaker Strobes, Fire Watch, Final Testing and coordination with Fire Department, and Fire Safety/Fire Sprinkler comply with ADA conformance. Interaction with PG&E for offsite UG Utilities. 19.4M Los Angeles Unified School District, LAUSD, Los Angeles, CA, PM/CM/ OAR-I,

• Job Order Contracts (JOC) and A &B Letter Contracts for various Renovation, Modernization/ Safety & Technology to Re-Piping, Smart Restrooms, Landscape/Cool School, Sprinkler System, AC Paving, Parking Lot, Stripping, Window Replacement, Air Conditioning to HVAC System, Roofing, Flooring, upgrading libraries, Acoustical Ceiling, Painting, Chain Link Fence, Playground, Bleacher to Abatement with ADA compliance to interaction with ATU and the District Attorneys to implementing and enforcing the District’s policies, specification qualitative standard to prevent liabilities for various projects.164.6M Los Angeles Community College District – LACCD, Trade Technical Collage, Senior PM,

• Ramp-Bridge Project/ Construction of a new ramp from the Street to roof top of the parking structure to eliminate traffic and demolition of the existing ramp to open space to build future structure to the school. F Ramp, approximately 364’ x 30’ constructed with 24’ span at both directions with CIDH cast in place Concrete Piles with 24” diameter and 24’-0” O.C. With average dept of -30’ from the street level approx. 10’ embedded to the bed rock with about +/- 28’ height with sloped reinforced concrete ramp with storage area to access to the roof top of existing parking structure- 4.98 Mil. (According to Caltrans Standard Plans & Special Provision. 3

Urban & Suburban Railway Metro, PM, Design/Build, Construction of a Metro Station & Tunneling, Program Management/Project Management,

• Managed a Team of 8 professional Engineers, 200 Professional Crew 24/7 Operation in 3 Shifts. Started building a wall and separating site from public, Build Footing/Foundation for Tower Crane Transportation, Coordination with local Police and Authority for Traffic Control. Relocation of Under Ground (UG) City Utilities including water line from 1.27 Centimeter (1/2”) diameter to 1.2 Meter (Approx. 48”) to Gas Line and Power Line from 20,000 KV to 63000 KV. Drilling of 36 Piles from 24” to 36” diameter with average depth of -96’ in perimeter of Center Core of a Metro Station. Modification/Revision of design in phase- I from H Pile to CIDH and saving 45% in construction cost. 210M. Tunneling of a 9 Meter approx. 27 Feet diameter with about 4 miles length and average of (-48’) depth from the street level and Using Precast Concrete Ring with interlocking System in 2 Segments to Support the Structure of Tunnel. 338M. Total of 548M. Indocon Design/Build –Project Super/Coordinator,

• Design/Build, Vertical/High-Rise Buildings; Project Coordinator/Superintendent. Construction of a 20 Story with precast concrete with dual glazing façade near Pearson International Airport with 4 Story Covered Parking Garage with long span, Valet Care Service and worry-free due to winter/snow condition with Architectural Precast/Prestressed/Structural Concrete for exterior, interior wall panels, soffits, column covers, facades, spandrels, and other components. 32M.

II. Engineering/Inspection: 1983 –Resent

The majority of DOT, Caltrans work which I have performed included ASR-Assistant Structural Representative, ARE-Assistant Resident Engineer includes Traffic Control System (TCS), Surveying. Review of Plans & Specs to ensure work is incompliance with Specific project Plans & Specification (Special Provisions). End of the month complete Pay Items & Quantity Sheets for Actual Performed Work and Monthly Pay Estimate. Provided with preparation, Analysis and Review and Approval of Contract Change Order (CCO). Review of Critical Path Method (CPM) Schedule Analysis. Review and Implement & Enforcement of Pollution Control Program – Storm Water Pollution Prevention Plan (SWPPP) and different Type of Drainage Systems. Surface/Ground Water Control. DOT, Caltrans: Knowledge and experience with LCB, JPCP (Dowls 1.5” Baskets with 1’ Spacer Layout Transverse, Tie Baskets #5 Epoxy Coated Rebar Basket Longitudinal), Drill & Bond, Vibratory Skid/Scraper Finish Grade, Curing Compound, Dry Pavement (Green), Spalling Concrete, No Spalling Joints in Construction Joint, Sealed Joints, Open Joints, Construction Joints, Expansion Joints (Movement Rating -MR (1’ to 4” & Grater), Silicon Seal, Transverse Joints, CPM, OC & QA, Isolation Joint Fabric, Paver Machine, QCP, JITT. Subgrade, Base Compaction, MPQP, Volumetric Measurement, Tack Coat, Emulsion (43-45) % Compaction Test (Q/C) HMA- Asphalt Binder, PG Asphalt Paving Asphalt Sampling, Chip Seal, Fog Seal, Bonder.

• DOT, Caltrans, District 03, Transportation/Bridge Engineer –ASR -Assistant Structural Rep. Route 80 EB & WB. Four Over Cross Bridge projects from Demolition to Reconstruction. Design/Build Projects 35m Plus. I. CONTRACT NO. 03-2F5704 PROJECT ID 030******* ROUE 80 EB/WB. Tahoe Wilderness Elev. Approx. 3800’ to 5970’ Altitude PLACER COUNTRY FEDERAL - AID PROJECT ACIM-080-4(207) E. I. CRYSTAL SPRIN OC PM 46.3. BR. NO. 19-0118. II. BAXTER OC PM. 46.9 BR. NO. 19-0113. III. DURAM FOREBAY OC PM 49.0 BR. NO.19-0114. IIII. CISCO OC PM R 63.5 BR. NO. 19-0118. Projects involved in deep foundation CIDH at average 98.8’ and Steel H Piles; HP 10X57 at (30.82)’ & HP 14X89 (32)’ Plumbed and Battered Pile Driving from bottom 24” Dia. 36” To Top 48” Dia. Bridges with Reinforced Precast Prestressed Concrete Box Girders with Joint Seal (MR 1” to 1.5”) and Post Tensioning. Bridge Deck thickness from (6- 1/4)” to (8-1/8)” in Crown. Concrete Barrier Type 732W/836 Modified. Traffic Control and Sign Off CHP COZEEP Officers Daily Reports.35M.

• DOT, Caltrans, District 03, Transportation Engineer –Assistant Resident Engineer/Inspector Route 149, Route 99, Route 70 Federally Funded Project Number (03-1J20040 Camp Fire Emergency Work) Force Account - Time & Material (T&M). Butte County at 6 Various Locations; Traffic Control from Lane Closures to Re-Opening. From Grinding (0.25’ -0.30’) Lane #1, Left Shoulder to Lane #2, Right Shoulder to Overlay. Gap Grade -GG (0.25’ - 0.30’) using RHMA – Rubberized Hot Mix Asphalt. Temporary Striping. Profilograph Lane #1 & Lane #2 with Profilograph Truck equipped with Modern Technology Digitizers. Bump Grinding various marked different areas ( ” to ”) to level the surfaces. Indifferent locations. Open Grade – OG (0.1’) using RHMA – Rubberized Hot Mix Asphalt. CLRS (Center Line Rumble Strip – Ground-In-Indentations. SRS (Shoulder Rumble Strip –Ground-In-Indentations). Permanent Striping. Traffic Signal Lights installation of new wiring for Head Loops & Advance Loops. Replacement of over 61 MGS (Midway Guardrail System in Various Locations with different Length). Estimated Budget 22M Plus.95M.

• DOT, Caltrans, District 07, Transportation Engineer – Assistant Structural Rep. ASR Contract No. Route 1, PCH, Malibu Land Slide. Construction Inspector. Structural Excavation, Installation of 107 Ground Anchor/Tieback at 4 Level, Re-Grading Bench. Concrete Waler at 4 Level including Bar Reinforcing Steel (Epoxy Coated). Formwork, Structural Concrete. Structural Backfill, Drive Sheet Pile to Installation of 142 Micro piles (NPS 6X-Strong). Concrete Barrier Slab to Concrete Barrier (Type 736). This project at the last Phase involved placing in 2’ Leveling Layer and 3” of AC Overlay approx.6505’.6M.

4

• DOT, Caltrans, District 10, Transportation Engineer - Assistant Structural Rep. ASR – Contract No. 01-1E27A4, 10 Mer-99-13.1/R36.7. Route 99 NB & SB – 20 Bridges

Bridge No. 39-0143, 39-0140R, 39-0140L, 39-0133R, 39-0133L, 39-0134L, 39-0135R, 39-0137R, 39-0132L, 39-0220, 39-0015R, 39-0015L, 39- 022R, 39-022L, 39-0146, 39-0148R, 39-0148L, 39-0196, 39-0149 & 39-0192. Removal of Unsound Concrete by Dragging Chain and Identifying and marking exact locations on Bridge Deck, Patching with Rapid Set a high Strength Grout prior to Repair and Treat Concrete using Methacrylate and KWIK Bond Topping Sand & Diatomaceous Absorbent on Bridge Deck Shad Tester & Test Panel for material and bonding prior to operation. Expansion Joint, Reinforcing and placing new Joint Seal with MR1” to MR 2”). $6.7M.

• DOT, Caltrans, District 01, Transportation Engineer - Assistant Structural Rep. ASR – Force Account, Contract No. 01-0H210 HWY 175, WB, Lake County PM 0.97 Total of 16 Steel Soldier Piles 40’ from Sta. 100+00.00 to Sta. 100+67.50 Bench Cut 30" Dia, Drilled Hole Installing Steel Soldier Piles (W14X132) with 28'-3" Concrete Backfill and 11'-0" Slurry Backfill including 16 Pile Cap using Sonotub forms 2'-6" Dia and 20"H and backfill perimeter of pile cap using native material. 2.2M.

• DOT, Caltrans, District 01, Transportation Engineer - Assistant Structural Rep. ASR – Force Account, Contract No. 01-0G7504 HWY 175 EB, Lake County PM 21.10 Retaining Wall, Soil Nail Facing including 7 Row on 3 different walls (S, N & W) Total Length approx. 160 LF and 42 H. Due to soil condition CT Geo decided to perform Shotcrete before drilling Soil Nail started with installing Geocomposit Drain Strip, hanging Welded Wire Mesh 4x4 - W4.0 X W4.0 Type #4 Vertical/Horizontal Waler Bars. 1st to 2nd Row 55', 3rd to 6th Row 40' and 7th Row 25' Drilling 15 Degree Angle using 5.5" WMS. B7B Bit, 10’ each SN Bar using Coupling Drill to Refusal Total of approx. 130. Bottom of Wall l install Weephole and Wall Drain. Second layer iusing4x4 Wire Mesh and #4-12" O.C Vertical/Horizontal Bars Min of 8" Shotcrete. Wall Drain Drainage at the bottom using Geogrid. Stain Coating SN Wall and Backfill.2.9M.

• DOT, Caltrans, District 01, Ukiah, Transportation Engineer - Assistant Structural Rep- ASR – Force Account, Contract No. 01-0 HWY 175, EB Lake County/Mendocino County PM 5.9, Slope Repair started with 11 Ground Anchor Tieback at 55’ to Refusal with 15 Degree Angle on Sheet piles to Installation of 23 Steel Soldier Piles (W14X68) 45’ - 30” Dia. Drilled Hole with Treated Timber 6X12 Lagging with 1 Concrete Waler. Crack Injection with Polyurethane 194’ EB, AC Pavement.PM 8.7, 8” Dia. Drilled Borehole 50’ in Dept, Crack Injection with Polyurethane. PM 8.8, Installation of 25 Steel Soldier (12X96) 45’ -30’ Dia. Drilled Hole with Treated Timber 6X12 and Installation of Ground Anchor Tieback first Layer 19 Holes at 55’ Refusal with 15 Degree Angle and Concrete Waler, The Second Layer with 14 Ground Anchor and Concrete Waler. PM 8.9, Drilled Borehole 8” Dia at 2 locations 52’ & 55’ in Depth. Crack Injection Polyurethane 450’ in length and 25 Pipe Pile 6” Dia. in different Length from 15’ to 28’ total of 425 feet. 4.5M.

• DOT, Caltrans- Transportation Engineer – District 10,Stockton Assistant Structure Rep- ASR -Route 4,5- EB/WB CROSSTOWN – BNSF RAILWAY Property - Contract No. 10-0S1104 – Approx. 57M. Bridge No. 29-0350- from BB to EB 2,850’, CIDH Piles from 90’-250’ Embed

/Deep, Abutment-1 to Abutment-22, Frame-1 to Frame-7 with various span from (115’, 127’, 134’, 148’ to 165’) with Precast Concrete Girders and Cast In Place –CIP Concrete Bent Caps, Diaphragms and Mid Spam Diaphragms. 64M.

• DOT, Caltrans - Contract No.10-3A1004- Route 99, NB/SB Various projects, South Stockton Widening, East Stockton Underpass, Bridge No.29E0008, Bridge No. 29-0325, mariposa Road OC Replacement, Abutment-1 to Abtment-3, 2 Span from (151’-61/8” to 155’-95/8”) from BB to EB 307’-33/4” and Bridge No. 29-0326, BNSF RAILWAY property, Abutment-1 to Abutment-3 Span from (111’-1”, 103’-5” to 119’-61/8”) from BB to EB 334’-01/8”, Retaining Walls from Bridge Stem Wall & Soffit, Walkway, Waterproofing, chain Link Railing Structural Approach Slab, Communication Lines (CT, City of Stockton, AT&T) Pull boxes and etc.90M.

• DOT, Caltrans- Transportation Engineer – District 02, ASR, District & Structure Route 5, 89 & 99 Shasta, Siskiyou & Tehama County 11 bridge and projects; Observation and preparation of Daily Diary Reports with Supporting Documents and Photos from Construction Area Signs, Traffic Control System, Flashing Arrow Signs, Temporary Flashing Beacon System, Temporary Railing (Type K) and Crash Cushion Module, Removing Rumble Stripe and Thermoplastic Traffic Stripe to Temporary Traffic Stripe, Lane Closure & Etc. Constructing of Concrete Rail Barrier at Antler & Lakehead UC to Bridge Deck Treatment, Remove Unsound Concrete, Concrete Patch, Diamond Grind, Shotblast, applying Methacrylate at Adobe Road OC & Tooms Creek. Replacing Structural Concrete Approach Slab, Prepare Bridge Deck. Profilograph and grinding bridge deck.6.4 M.

• DOT, Caltrans, Transportation Engineer - District 02, Mt. Shasta- ASR, Transportation-Structure, Route 5, Siskiyou County, Bridge Deck Replacement/Seismic Retrofit, Shasta River Bridge; Box Girder Bridge. BB-Sta. 455+22, Elev. 2509.73+/- EB-Sta. 459+52, Elev. 2503.12+/- Sheet Deck Superstructure to Structure Excavation, Deck & Soffit opening, Epoxy Injection at Box Girder to Sheet Pile Shoring, Spread Footings; Daily Diary/Photos, Monthly Quantity Measurements of Item works; Temporary Support, Demo Existing Deck reinforcement, Salvage Metal Railing. Bolsters at Pier 2 & Pier 3, Drill & Bond dowels prep deck, EOD and Railing, placing new reinforcement at No Splice Zone with Field Production & Sample of Bar-Lock Rebar Couplers #11, 2-6” Epoxy Coated Splice with Specific Heat & Lot number. Footing; Chipping, Drilling, Grinding. Field Production Sampling and Testing-Preheating of Resistance Butt Welds the existing #11 Rebar using torch and preheating approx. 650 degree and splicing 11HRC (500) - Heat # M46385 to new size #11 Fabricated Resistance Butt Wels with Heat

#SA1310230301 using 11 HRC (510) - Heat # M48975 at the bottom of footing for splicing. Butt Spliced 1 Ultimate Butt Splice. 7.4 M.

5

• DOT, Caltrans-Transportation Engineer – District 02, ASR, Transportation/District and Structure, Route 139, 299, 36, 5, 3, Lassen, Plumas, Tehama, Shasta & Siskiyou Counties; Bridge Deck Rehab/Upgrade ( Polyester Concrete Overlay) Submittal Process/Approval, Trial Overlay/Slab, 109 Certification, Min 97% Compaction Test 552, QC & Assurance and Gilmore Needle under ASTMC 266 - Traffic Control System (TCS), Signs CMS Boards, Joint Seal, Stripping at various Locations (Meadow Channel, Willow Creek, Nubieber, Bailey Creek, Pit River, Beaver Creek.2.4M.

• DOT, Caltrans- Transportation Engineer – District 02, ASR, Structure & Transportation, Route 96-Siskiyou & Humboldt Count –Bridge Deck Rehab/Upgrade, (Polyester Concrete Overlay) Submittal Process/Approval, Trial Overlay/Slab, 109 Certification, Min 97% Compaction Test 552, QC & Assurance and Gilmore Needle under ASTMC 266 - Traffic Control System (TCS), Signs PCMS Boards, Joint Seal, Stripping at various Locations (Salmon River, Klamath River, Dillon Creek, Swillup Creek. 7.2M.

• DOT, Caltrans: Knowledge and experience with LCB, JPCP (Dowls 1.5” Baskets with 1’ Spacer Layout Transverse, Tie Baskets #5 Epoxy Coated Rebar Basket Longitudinal), Drill & Bond, Vibratory Skid/Scraper Finish Grade, Curing Compound, Dry Pavement (Green), Spalling Concrete, No Spalling Joints in Construction Joint, Sealed Joints, Open Joints, Construction Joints, Expansion Joints (Movement Rating -MR (1’ to 4” & Grater), Silicon Seal, Transverse Joints, CPM, OC & QA, Isolation Joint Fabric, Paver Machine, QCP, JITT. Subgrade, Base Compaction, MPQP, Volumetric Measurement, Tack Coat, Emulsion (43-45) % Compaction Test (Q/C) HMA- Asphalt Binder, PG Asphalt Paving Asphalt Sampling, Chip Seal, Fog Seal, Bonder.

• DOT- Caltrans, Transportation Engineer - District 08- ASR, Transportation- Structure- several types of Retaining Walls including Soil Nail Wall, Riverside/San Bernardino County Rte., 91, 215 &10 at various locations with all different height and Length Day/night shifts. Soil Nail Wall: Drill 8” diameter holes, Install Production Soil Nail Anchors with Grout Holes. Drill Geocomposit Drains, Welded Wire Fabric and Placed. Shotcrete Monitoring and measuring Slump/Temp and Casting Concrete Cylinders and California Test 504, measuring/testing Air Entrained between 4 to 6% and curing process in accordance with ASTM C173. 4.2 M. I was also involved in observation and Inspection of AC 2 “Leveling and 2 ” AC Paving Overlay at different locations.

• MTA – Metropolitan Transportation Authority, Inspector/Asst. PM, LA County - Divisions 2, 3, 5, 9 & 10; Trenching/ Backfilling for Underground Utilities, Fire Sprinklers, Fire Alarm. Pour in Place High Strength (5000) PSI for Metro Buses Vaults. Metro Bus Wash; Installation of New Clarifier with associated waste line to Seismic Retrofit roof Structure and new Canopy and Fascia/Façade. Project were involved Asphalt Emulsions in 3 Layers from Slurry Seal (LMCQS-1H) to Tack Coat (SS-1H) and last Layer Chip Seal (CRS-2).

• Dot, Caltrans District 8, Riverside, CA, APM– Bridge Improvements & Deck Rehabilitation. Asst.PM - Projects involved Traffic Control, Transportation for Alpine three Bridges each for seismic retrofit and widening of bridges for Box Girder Bridge, a Grade Separation cast in place Girder Bridge and a grade separation precast pretention concrete Girder Bridge by approximately 12 feet. Installation of several CIDH Piles in different sizes from 18” to 6’ in diameter and installation of Driven Steel Piles. Using Polyester Concrete over Methacrylate Coating on the Bridge Deck and Rehabilitation of the Existing. 5.8 M.

• Caltrans District 8, Riverside & San Bernardino County, Loma Linda (Caltrans), ARE, District work; Transportation and Traffic Control, RFI/Contract Change Orders, Daily Quantities with Contractors & Inspectors, DDR– for Seismic Retrofitting for bridges, Retaining Wall (Diff. Type), SWPPP, Erosion Control, Precast Sound Wall, Widening of Ramp, Expansion of Freeway, New Ramp, Earthwork, Drainage, Excavation, Backfill, Grading, Compaction to base and AC Paving with different layers from 3 inch lift to total of 9 inch thickness. Asphalt Concrete, Stripping, Painting. – 8.4 M.

• Los Angeles Metropolitan Transportation Authority (MTA) – Field Engineer/Inspector - Conduct Pre-Construction Survey/Inspection for Metro Red Line within 100 feet from center line of UG Tunneling in Segments 2 and 3/MOS-3S (Tunneling) – Risk Management Info System (RMIS) Tunneling system with 22 feet diameter- $348M.

• J.T. Donald Consultant, Field Engineer/Inspector/Lab Material Testing Supervisor - The projects primarily involved in all various types from commercial office building, hotels, hospitals (a. Markham Suite Hotel 30 story 36M. b. Mollanhower Office Building two towers 12 and 15 stories 28M. c. Markham Stouffville Hospital 5 story. 24M. Poured in Place reinforced Concrete & Structural Steel Structure). Various Parking Garages with Poured in Place Concrete to Precast/Prestressed and Post Tensioning –P. T Concrete structure from 2 to 8 stories. Governmental buildings from Transportation to Police & Fire Department, Detention Center to Prison Facilities, Interaction with government Agencies. Core Drilling, Cast &Test Concrete Cylinders. Research in Concrete Lab. Field Operation for Transportation Highways, Bridges, Precast Sound Walls to widening shoulders to improvements with Concrete/ AC paving and bridges with Box Girder, Precast Girder over the river and highways and CIDH piles at each abutment, retrofication of arches, Slope Rehabilitation. Geometric Improvement, Pulverizing Street & Highways, Guard Rail to culvert and new ramps.

6

Education & Certifications

DOT, Caltrans PCC Provisional Certification & SIAD State Independent Assurance Database. METROLINK, Safety Training – Safety Matters, Certification No. 11970O19. DOT, Caltrans- CODE OF SAFE PRACTICES, Certificate Program – Interactions of the Safe Office Environment Fall Protection, Certification of Completion

Contact this candidate