Project Manager Power Plant
Resume:
LIONEL J. MARTIN P.E.(Tx & Lou. inactive)
Cell 702-***-****
**** ********* ***, ****** ******, CA 92555
*****-*******@*****.***
**** ******** **., * *** Vegas, NV 89031
Note: A new project, I will acquire accommodations within 30 minutes,
if practicable, from job site or office.
Education: BS Civil Engineering - Texas A & M University (1963)
Experience: Caltrans 16 years (10 yr & 6 yr consultants)
Senior Bridge Inspector in construction and design over 40 years'
experience in project design, analysis, construction, management in state
government projects, private companies domestic and overseas.
Caltrans (CA) as Resident Engineer (RE), Structure Representative (SR), and
Assistant Structure Representative
Detail inspection, field testing and material documentation of all phases
in multiple Caltrans structure construction projects. Bridge structures
slab, precast and bath-tub girder and box girder with CID, piles, spread
footing on Intra-state's I 15 and I 40 & Wheeler Ridge on I 5 as site SR,
deck pours & deck treatments including Lithium for ASR and overhead signs.
Constructability Reviews for projects in District 8's high desert and all
of District 9 because of design and inspection background (2004-2008).
35 years in commercial engineering design Concrete and Structural Steel
background including refineries, petro chemical, power plant, fixed & guyed
towers, offshore facilities, Rain disposal systems, inspection for Corp. of
Engineers in Alaska & Kwajalein in Marshal Islands and commissioning team
for an offshore California platform in Korea.
PROJECTS NOTE: Bridges, Rest Areas & Maintenance Stations for Caltrans
(CADOT)
All projects required detailed inspections and material verification to
meet specification. Presently certified in concrete field testing &
document controls.
Bridge Projects for Caltrans: N of Sacrament, CA: Bridge repair
modifications including Asphalt removal, 'pot hole' reclamation, Deck
resurfacing including Matholakate, Polyester, Asphalt, replace Joint Seals,
profile-graph and grinding decks. Inspection projects MT Shasta I 5, R 299
& Chico 99 sites in 1 week. (6/2013-9/13)
Fullerton R 57 Widening 7- 2 lane bridge additions including general
inspection in addition to submittal reviews for all falsework (2 lowered
into final position), Overhead signs, bath-tub girders, deck drain systems
4 scales and redesigned 1000'+ of shoring using Caltrans programs &
criteria in addition reviewing heavy crane set-ups.
Brawley R 78 -A.S.R.-realignment includes 9 bridges (7 Box Girder & 2
Precast Girder Bridges) Responsible for all normal duties and installation
of 440 CM of slope paving on 1.5/1 slope and 19800 Sq M of stamped concrete
on 2/1 slope (D-11: 3/2010-6/10)
Wheeler Ridge Road/Interstate I 5 Overcrossing (Kern County with Caltrans
over-site) Acting on site as S.R. keeping SR advised of progress: 95%
structural inspector for this interchange project, responsible for ensuring
contract compliance on all of the bridge and retaining wall construction.
Responsible for all grades (fifty scales) per client written specials,
bridge quantities and documentation files, inspection of installation of
rebar and CIDH piles. I worked closely with the project designer, KFM
Engineers in addition to Caltrans, Tejon Ranch, and Kern County (client). I
verified falsework, forms and shoring design and installation and grades.
The project, located at I-5 and Wheeler Ridge Road, consisted of
constructing a new two-span cast-in-place pro-stressed concrete box girder
structure over I-5. The structure, approximately 109 meters long and 15.3
meters wide with vertical curve from flat to almost 2.5 M lower, was
constructed adjacent and near parallel to an existing four-span welded-
steel plate girder structure. Caltrans oversight stated after completion -
'Building this one, you can build any bridge'- Bakersfield, CA (D-6: 8/2008-
1/10)
Interstate 40 - A.S.R. - Emergency Replacement of 12 Bridges: Project
included the replacement of 12 bridges on Interstate 40 in San Bernardino
County that were constructed during two emergency projects for which the
contractor received a $6 million incentive bonus for completing the
projects early. All bridges were Precast Girders from 1 to 3 span using
pans. Responsible for one third of all inspection of forms, reinforcing,
footings, columns, all deck pours and edge of deck overhang calculations,
developed nine of the twelve 50 scales for grades. Skanska project manager
was advised he had paint on his boots. His Reply 'That is not paint, that
is Lionel's Cure'. Verification 500 ton cranes papers, rigging and
placement for the installation of precast abutments for both bridge
abutments, followed the placing the bridge in service 28 days from removal
of traffic on the old bridge and placing traffic on the new bridge in the
same location. The project won multiple awards including a Partnership
Award to the State and the Contractor - San Bernardino County, CA (D-8:
9/2006-4/07) Barstow Bridges I 15: -S.R. - Surface treatments with some
combinations of Lithium (for ASR monitoring), Methacrylate and Polyester.
32 bridges and overhead sign; North of Barstow, CA (D-8: 1/2006-9/06)
Fenner - Interstate 40 Bridge: 2 precast concrete girders bridges were to
be replaced with longer and higher bridges. Railroad required a 25 feet
rail clearance, leaving 16 inches for the required shield. Contractor said
it was impossible. A System was submitted that saved the State $750,000 and
system was used by the Contractor in the final stage. - San Bernardino
County, CA. (D-8: 10/2003)
Oat Ditch Bridge Emergency: -S. R.- Bridge repair project where one bent
lost two columns separating at the soffit and the remaining two were
compromised due to a flash flood. Bridge back in service in 23 hours with
my calculations while contractor placing temporary support - Baker, CA (D-
8: 1/2003-5/03)
I 15: Kalie Bridges: -A. S. R-.: Primary inspector for the replacement of
40 feet long slab bridge and aided in 4 more bridges + several widening.
One Prestressed Slab bridge with 15" diameter Styrofoam tubes to reduce
weight, tied down thru the soffit to eliminate floatation. I was
responsible for 40% profile a graph and all grinding of bridges and 2
overhead signs. - North of Baker, Ca (D-8: 5/2002-1/03)
R 395:- A.S.R.- 2 single slab bridges south of Lone Pine. Responsible for
reinforcement, concrete, forms and deck pour inspection. Bidwell settings
and additionally profileagraph and grinding - CA (D-9: 7/2000-1/2001)
Highway 101-A.S.R.- Inspection and layout of six slab bridges in Shell
Beach area including RR overcrossing at Oceana, ramp bridge to Avila Beach
and small farmers access bridge- Shell Beach, CA (D-5: 6/1963-6/1964)
Camp Roberts:-A.S.R.- Responsible for checking reinforcing, concrete
details and placement of two bridges - two span Army Tank overcrossings at
Camp Roberts - Camp Roberts, CA One of the first Bidwell type deck
finishing machines was used. (D-5: 6 /1964-12/1964)
I 80: -A.S.R.-Inspector concrete, checking steel quantities, bolt torque
verification over American River. Sacramento, CA (D-3: 12/1964-12/1966)
Caltrans projects including Structural Buildings
Caltrans R E, and S R for Rest Areas, and Maintenance Stations
supplementing structural inspection, documentations includes 50-100
submittals tracking and verification of proper installation, ADA,
preliminary inspections for other disciplines including Mechanical,
Electrical and Plumbing inspections.
Valley Wells SRRA: -S.R. for the $6.5 million rest area 140% capacity
increase.-San Bernardino County, CA (D-8: 1/2008-08/08)
Mountain Pass Maintenance Station: -S.R. - - Mountain Pass, CA (D-8:
04/2007-3/08)
John Wilkie SRRA: - S.R. Upgrade of this rest area on Interstate 40. CA (D-
8: 11/2006-6/07)
Vidal Junction Maintenance Station: -S.R. - (D-8: 1/2006-1/07
Shop 29, Bishop:-S.R. - (D-9: 5/2003-10/03)
Shoshone Maintenance Station: -R E -Construction of a $3 million facility,
Welded frame structure & HS bolt in accordance to spec. The main building
included: office, crew room, restrooms and showers, mechanic's office &
Storage, mechanics bay with hoist and 2 additional truck bays. The project
also included fuel house, truck wash facility, carports, enlarged area
fencing and material bins. Additional design improvements included Swamp
coolers moved off roof and modifications to lubrication & oil system and
revise grades so water did not flow into buildings and paint only building
not replaced, reducing inside temperature 15 Deg F. - Shoshone, CA (D-9:
5/2001-5/02)
Inyokern Maintenance Station: -S.R. - Construction of truck shed with
Mechanical and Electrician office and storage at opposite ends. (D-6:
1/2001-5/01)
Supplemental non-Caltrans work follows after References:
References- Caltrans
Mike Beauchamp 210730 Pathfinder Road, suite 200, Diamond Bar,
Office Chief, Structural Design,
Office 909-***-**** cell 909-***-**** fax 909-***-****
Hanna Dergham 3010 Saturn St., Suite 200 Brea, CA 92821
Structures Senior Rep. D-12
PH 949-***-****
Leonard Romero 622 West 2 ND Street, San Bernardino, CA 92401
Structures Rep D-8
PH 951-***-****
Henry Stultz 2315 Hyacinth St, San Bernardino, CA
Simon Wong Representative
Ex Area Senior D-8
Carlos Lopez 722 East Barioni, Imperial, CA
Structural Rep D-11
PH 858-***-****
SUMMARY OF NONE CALTRANS EXPERIENCE:
Aramco- Saudi Arabia- Northern Area Design Services Group
-Terminal, Refinery and offshore projects- Notable design projects In-
house 140' Dia. X 40'high Fixed & Floating roof oil tanks, Support 280 Ton
Vessel in congested area with nothing symmetrical- lifted vessel 1" off a
20'tall foundation support using Hydra-tight bolt tighten system so
foundation could be repaired. The British Hydra-Tight expert brought in
said to his knowledge that it was the first time that system was used to
lift anything of any weight. I was given all the critical time or
difficult projects. I was responsible for design and inspection of Terminal
modification at Ras Tanuria and Jeda. I was Member of Toastmasters &
president, Safety coordinator, several times (1990-1999).
Williams Brothers Engineering Co.(purchased by Flour Daniel)-
Houston-Sugarland TX- Project Manager for all Civil & Structural Projects-
Scheduling, Estimating, Design, Hiring, Sales; development of loading
terminal Peru and evaluation of off-loading facilities at Kwajalein in
Marshal Islands and catholic protection in Alaska- succeeded getting
Company on $ Billion bid list for a major oil field development in S
America including logistics, access, design for camps, docks, roads and
bridges in the deep jungle (1989-90).
Nautilus Engineering Co.-Houston, TX- Chief Design Engineer-8
Compressor Stations in N. Mexico - Responsible for civil & structural
design and drafting, noise abatement, purge air, electrical vendor
interface primarily UPS and transformer shop inspection. Project Manager
and Client interface with Panhandle Eastern update of 10 years backlog of
construction as-built drawings (1987-89).
Allied Tower Inc. - Houston, TX- Chief Engineer Responsible for
design of multiple Radio, Micro-wave and TV Towers -Stand alone and guyed
towers Largest stand-alone tower 3 legs 230 'designed for 200mp winds (1985-
87).
John Brown E & C Inc - Bakersfield, CA & Ulsan, Korea- Hired too
early for Offshore piping interface between Modules and platform. The
company assigned me develop criteria for commissioning onshore criteria and
procedures. Stationed in Hyundai's Fabrication Yard, Ulson, Korea (largest
fabrication yard in the world) as Onsite Commissioning Coordinator to
Commission onshore all equipment & systems practical except for the 4
Turbine Generators before setting off shore (1984-85).
Houston International Engineering Inc. Houston, TX -25% owner -Off-Shore
Facilities design including 500 ton Modules to be installed offshore with
flare towers bases. 120 direct employees and 20 consultants bidding on
India Gas Platform with pipeline installation, 1 years operation
controlling with Heavy Korean Industries as fabricator, using 2 offshore
heavy lift barges for pipeline installation and platform installation.
Multiply facilities in Gulf of Mexico designs for Shell Oil, Exxon, and
McMarran Oil Co (1977-83).
Brown & Root E & C Inc. - Houston TX -Steel & Concrete Design for
all types of Petro-chemical facilities, boiler structure for Gas/or oil
fired power plant. Steel Mill misc. and 1M sq ft roof rain system to ship
channel, Sheet pile bulk-head at ship channel with tie back system heavy
civil, precast girders for Lake Pontchartrain's 2nd Bridge (1966-77).
Education: Texas A & M University - BS Civil Engineering 1963: AWS -3 day
welding inspection seminar;
U of Houston - concrete course; Texas University-2 week
offshore design.
I am married raising one Granddaughter (17 yr old), 2 stepsons
and 2 dogs used tom saile a Hobie Cat 16
Lionel j. Martin, PE (TX retired)
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