Project Manager Engineer
Resume:
LIONEL J MARTIN P.E. (LU. & TX. Retired) ***
Tamarack Ave unit 4709
Cell 702-***-**** *****-*************@*****.*** Brea,
CA 92821
Education: BS Civil Engineering - Texas A & M University (1963)
Experience:
Senior design and field engineer with over 40 years experience in project
design, analysis, construction, and management in state government and
private consultants.
Caltrans (CA) as Resident Engineer (RE), Structure Representative (SR), and
Assistant Structure Representative (ASR); Caltrans's direct 10 years and 5
years as consultant.
Detail inspection, field testing and material documentation of all phases
in multiple Caltrans structure construction projects. 50+ bridge structures
slab, precast and bath-tub girder and box girder with CIDH, piles, spread
footing on Interstate 15 and 40 & Wheeler Ridge I 5 as site SR substitute,
deck pours & bridge treatments including Lithium for ASR and overhead
signs.
Constructability Reviews for projects in District 8's high desert and all
of District 9 (2004-2008).
35 years in commercial engineering Concrete and Structural Steel design
including refineries, petro chemical, power plant, fixed & guyed towers,
offshore process facilities and skids to 500Ton, Rain disposal systems
Houston & Saudi Arabia, inspection for Corp. of Engineers in Alaska &
Kwajalein in Marshal Islands and commissioning for offshore California
platform in Korea and special design for Aramco, in Saudi Arabia (8 years).
PROJECT Bridges, Rest Areas & Maintenance Stations for Caltrans
(CADOT): Furnished detailed
NOTES: inspection as required for all work, materials and equipment
furnished to meet specification.
Bridge projects for Caltrans as Consultant:
Athalye Consulting - Fullerton R 57 -A.S.R -Widening 2 lanes 7 bridges -
general inspection in addition to falsework review (2 lower into final
position) and redesign 1000'+ of shoring using Caltrans programs in
addition to shop reviews for Overhead signs, bath-tub girders, deck drain
systems. ($15.8M)(D-12: 1/2011-4/2013)
Simon Wong -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. Called in due to a death. (23M)(D-11:
3/2010-9/10)
Nolte Inc. -Wheeler Ridge Road/Interstate 5(County with Caltrans over-site)
Overcrossing On site - Acting on site S.R. keeping SR advised of progress:
95% all structural inspection, responsible for ensuring contract compliance
on all bridge 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 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 to
a existing four-span welded-steel plate girder structure. Caltrans
oversight stated after completion - 'Building this one you can build any
bridge'- Bakersfield, CA ($3.5M) (D-6: 8/2008-1/10)
Caltrans Employee prior to August 2008 Interstate 40- A.S.R.- Emergency
Replacement Bridges Project included the replacement of 12 bridges on
Interstate 40 in San Bernardino County constructed in two emergency
projects for which the contractor received a $6 million incentive bonus for
early completion of the projects. All bridges were Precast Girders from 1
to 3 span using pans. Responsible for one third of all Inspection of forms,
reinforcing, footings, columns, all deck pours and edge of deck overhang
calculations, developed nine of the twelve 50 scales for grades.
Verification 500 ton cranes papers, rigging and placement for the
installation of precast abutments for both bridge abutments, this allowed
the putting the bridge in service 28 days from removal of traffic on the
old bridge and placing traffic on the new bridge in the same location.
Skanska project manager was advised he had paint on his boots. His Reply
'That is not paint, that is Lionel's Cure'. The project won multiple
awards including a Partnership Award to the State and the Contractor - San
Bernardino County, CA ($ 12M + 6M) (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 girder bridges were to be
replaced with longer and higher bridges. Railroad required a 25 feet rail
clearance, leaving 16 inches to soffit for the required shield. Contractor
said it was impossible. Submitted Proposal saved the state $750k. The
contractor used the proposal on the last bridge. - 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 Pre-stressed Slab bridge with 15" diameter Styrofoam tubes to reduce
weight, tied down thru the soffit to eliminate floatation. I was
responsible for 40% profileagraph 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 1, bridge H 101 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 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)
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.
Valley Wells SRRA: -S.R. for the $6.5 million rest area total removal &
140% capacity increase.- I 15 - 20 mi from NV border, 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 Willkie SRRA: - S.R. Upgrade of this rest area on Interstate 40. CA (D-
8: 11/2006-6/07)
Vidal Junction Maintenance Station: -S.R. -R62 to AZ off R95 (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 recycle wash facility, carports, enlarged
area fencing and material bins. Additional design improvements, not planed,
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 Degree F in
summer. - 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 data can be furnished as required:
Lionel J. Martin PE
References
Mike Beauchamp 210730 Pathfinder Road, suite 200,
Diamond Bar, CA Office Chief, Structural
Office 909-***-**** cell 909-***-**** fax 909-
869-5990 Design, Diamond Bar
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
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