LIONEL J MARTIN P.E. (LU. & TX. Retired) ***

Tamarack Ave unit 4709

Cell 702-***-**** abtyb7@r.postjobfree.com 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

PH 951-***-****, 909-***-****

Ex Area Senior D-8

Carlos Lopez 722 East Barioni, Imperial, CA

Structural Rep D-11 PH

858-***-****

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