This document is a curriculum vitae for Sheng Hua Kao that includes his contact information, education history, professional experience, and qualifications. It summarizes over 26 years of experience in construction planning, site supervision, and quality control/assurance for various infrastructure projects including tunnels, bridges, railways, and buildings. His most recent roles included serving as the General Supervision Engineer for a high-speed rail project in China and as the QA/QC Manager for a metro rail project in Taiwan.

1. Kao, Sheng Hua
CURRICULUM VITAE
NAME
Sheng Hua Kao( 高 生 華 )
NATIONALITY R. O. C. Taiwan
Email kaobrg@gmail.com
kaobrg@msn.com
1774818813@qq.com
Mobile phone +886 933 450 848
DATE OF BIRTH Nov. 25, 1963
EDUCATION Civil Engineering, China University of Technology-5 year college, 1984
PROFESSIONAL
CERTIFICATE
Q.C. Engineer for Government Public Engineering certified by Public
Engineering Committee （Taiwan)
Lead Auditor for ISO-9000/2000
Construction Site manager for Government Public Engineering certified by
Public Engineering Committee (Taiwan)
PMP Certificate Number: 【439076】
LANGUAGES Chinese mother tongue
English reading, writing, speaking: good
YEARS OF
EXPERIENCE
26 Years
PROFESSIONAL
EXPERIENCE
Construction Planning, Site supervision for the construction of Buildings,
Open-cut, Shielded boring (TBM) and NATM tunnels, High speed railway
and freeway bridges of different designs and construction methodology,
Embankments and Track works.
RELEVANT EXPERIENCE / WORK HISTORY
Year Experience
Jan, 2011~
Oct, 2014
Company Name: OBERMEYER PLANEN+BERATEN (Germany)
Project Name: 18221 Supervision Lot 3 of Chengdu-Chongqing
Passenger Dedicate Line
Main Contractor: CREG 2 for Construction Lot 5 and CRCC 17 for
Construction Lot 6
Position: General Supervision Engineer
Project Located: Chongqing, China
Project Cost: 8.7 Billion RMB (about 1.2 Billion USD)
Responsibility:
Mr. Kao is assigned by the consortium to be supervision contract
plenipotentiary and on-site technical supervisor, as well as to carry out
all supervision business and integrated management of the
supervision station construction site on the part of consortium
representative. In charge of the supervision work and takes the
responsibilities overall. According to the contract and projects
requirements, GSE shall coordinate and solve the technical problem
through his rich engineering technology and experience to make sure
that the targets of CY project can be reached. Comprehensively
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2. Kao, Sheng Hua
preside over on-site supervision work, take charge of engineering
quality, investment and safety supervision work, carry out works
according to the contract files and instruction of the owner, as well as
be responsible for the owner.
Project Description:
Civil Works:
Main Line
Construction of Earthworks as 15.127 kilometers, 22 Bridges as
31.243 kilometers, 9 Tunnels as total 24.317 kilometers and 3 Stations
of Main line at Yuongchuan, Bishan and Shapingba District of
Chongqing city.
Branch Line
Construction of Earthworks as 4.305 as kilometers, 6 Bridges as 1.197
kilometers and 4 tunnels as 5.484 kilometers of connection line to
Huangcai Line and Licai Line that under running.
Track Works:
Construction Lot 5 is started from DK240+154.2 to DK289+100
(48.945 KM) and Lot 6 is started from DK289+100 to DK306+302
(17.12KM), total length 66.06 km is adopted CRTS I bi-block sleeper
track.
Work Involved:
Preside over compiling project supervision plan, examine and approve
its enforcement regulations. Organize and sign bid section start-up
report, key unit construction start-up report, construction design and
technical proposal submitted by the construction contractor; examine
and approve start-up report, construction design and technical
proposal of the general unit construction; put forward suggestions in
written form to the owner according to rational technical economy
principle, on the basis of meeting the requirements of the owner to
quality and construction period. Participate in dealing with I and II
(significant or complex) design alteration. Examine and sign unit
construction quality acceptance record, and participate in dealing with
significant engineering quality accidents. Participate in compilation of
associated debugging outline and approval the items, contents and
goals of tests and associated debugging; the debugging plan and
proposal shall be compiled; the associated debugging report shall be
examined; the personnel shall participate in the system test,
evaluation and give advice, solve timely the relevant problems in the
debugging; it is guaranteed that the associated-debugging operation
speed reaches the design target speed. Discussing and examining
significant construction scheme, methods and processes, make clear
their corresponding application technology conditions and
requirements. Focusing on technical difficulties of this bid section,
general supervision engineer shall preside over technical training for
this project supervisors; guide and manage works execution process
of each professional supervisors; timely dispose unqualified
supervisors. Keep in touch with owner and understand their
requirements and wishes and contact with constructors. Adjust
supervisors' work relations among supervision teams to guarantee
normal running of the supervision organization; coordinate relations of
each construction units and their work relations with the owner to keep
them in good conditions; verify and ratify necessary instructions given
by the owner. Make decisions in time for related work like examination
and approval of plan, design change, handle of accident,
disagreement of contract, compensation of projects and
implementation of scheme. Supervises and urges the supervision
teams to check all the problems by construction, like raw materials,
setting out, and elevation. Mr. Kao also carries out inspect and
supervise on-site safety and civilized construction, supervise and urge
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3. Kao, Sheng Hua
relevant supervisors to timely collate various supervision files and
materials.himself.
Nov, 2006~
Jan, 2011
Company Name: Maeda Corporation (Japan)
Project Name: Taipei Mass Rapid Transit (MRT) Song-San (Green) Line
CG590A.
Main Contractor: Maeda Corporation
Position: QA/Q.C. Manager
Project Located: Taipei, Taiwan
Project Cost: 9.7 Billion NT (about 300 Million USD)
Responsibility:
QA/QC planning and construction method statement review,
Management of materials Inspection and test planning, Construction
quality training, NCR corrective proposal and activities review, Q.C.
documentation and management, Site supervising and lead on
internal auditing, Site laboratory management.
Project Description:
Civil Works:
Construction of 2.9 kilometer long 6.2 meter φ by using shielded
Tunnel Boring Method (TBM) in six sections, 180 meter long 4.5
meter wide open cut box culvert, 120 meter long 26 meter wide open
cut tunnel for track crossover, 120 meter long 3.2M φ pipe culvert that
constructed by launching method, 2 open cut RC stations with 21~38
meter depth, 1 open cut SRC station with 42 meter depth underground
and rebuild 2 exits connected to the Chung-San Station of MRT Red
Line currently under running.
Track works:
Construction of 12.6 kilometer long track and conductor rail, including
700 pieces pre-stressed concrete mono-block cross ties(sleeper) and
embedded rail fastener/clip, 2.2 kilometer long ballasted track, 6.4
kilometer long Direct Fixation Track (DFT), 1.8 kilometer long Floating
Slab Track (FST), 600 meter long Twin Block Track with Robber
Boots(TBTRB), 1.6 kilometer long Non-Ballasted Track with High
Isolation (NBHI).
Work Involved:
As a contractor’s QA/QC manager, Mr. Kao leaded his team member
(4 person) to accomplish all the QA/QC required for the construction of
urban underground MRT line.
Quality assurance work included set-up quality assurance plan,
procedures and implementation of internal audit and external audit to
sub-contractor etc.,
Quality control work included preparation of method statement (30
no.), inspection and test plan, all the checklist used at site, NCR
report, inspection results and quality control summary etc.,
Furthermore, Mr. Kao was responsible for the concrete mix design for
the pre-cast segment, manufacturing ductile iron segment and track
works‘ design and production. Besides, he was also heavily involved
in all the raw material testing such as non-destructive testing of steel
structure.Through the testing process, he is able to control the detail of
the specification.
Nov, 2003 ~ Company Name: Shimizu Corporation (Japan)
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4. Kao, Sheng Hua
May, 2006
Project name: National Highway No.18 Package Bai-Chay Bridge BC-2
Main Contractor: Shimizu / Sumitomo Mitsui JV
Position: Acting QC manager (Senior material engineer)
Project Located: Bai-Chay District, Ha-long City, Vietnam.
Project Cost: About 89 Million USD
Responsibility:
QC planning and construction method statement review, Management
of materials Inspection and test planning, Construction quality training,
NCR corrective proposal and activities review, Q.C. documentation
and management, Site supervising and lead on internal auditing, Site
laboratory management.
Project Description:
Main Bridge:
Structure type - PPC six-span continuous cable stayed bridge, Bridge
Length 903m, Span length 35.0+86.0+129.5+435.0+129.5+86.0m,
Total width 25.3 to 25.7m, Deck type One cell concrete box girder
with steel pipe /internal bracing, Navigational clearance under the
deck 50m, Deck construction method balanced cantilever erection
method Pylon type reinforced concrete single column with single
suspension system, Height of pylon above bridge deck 90m, Piers
reinforced concrete piers constructed on land area, foundation type
pneumatic caisson for pier P2, P3 and P4, Shin-so piles for A1, P1, P5
and P6A, Steel guard railing profile barriers (about 1.30m high each
side and 1.00m high for median strip) along the length of the bridge,
Electrical pole mounted lighting fixtures including power supply and
distribution wiring Air navigational controls, Maintenance elevator
inside of the towers, Passenger elevators adjacent to pier P2 housed
in steel framed structure on shin-so pile foundation.
Approach Bridge No.5:
Structure type – PPC three span continuous rigid frame bridge, Bridge
length 99m, Span lengths 28.95+40.0+28.95m, Total width 25.7 to
30.3m, Deck two cell box girder, Foundation type spread footing in
pier P1 and Shin-so piles in P6A, P2 and A2.
Other Works:
Road length along center line 30m in Bai Chay side and 40m in Hon
Gai side, Total width 24.0 m to 30.3 m, Landscaping around the
bridge, Retaining walls and side drains.
Work Involved:
Mr. Kao was recruited by Japanese Shimizu Corporation as the only
one Taiwanese to work for the construction of six-span continuous
cable stayed bridge in the Socialist Republic of Vietnam.
His main works in the early stage were to edit QC plan, Investigate the
aggregate sources, try concrete mix design and assess, estimate the
capability of the material suppliers, the steel structure fabricator of
form traveler and climb form, guidance and assistance the sub
contractor to build up the site laboratory, set up, adjust and calibrate
all testing equipment, training the testing specification and testing
procedures to the Lab. staff and inspectors, manage the Lab. staff and
inspectors to achieve the construction quality inspections, material
sampling, specimens and tests, assist the construction department to
find suitable viscosity modified admixture and mix design by achieve
the trial mix for the longer than 100 meter tendon grouting without
draining hole and air escape of the superstructure.
Then during the construction stage, manage and execute all the
materials and row materials sampling and testing under the contract
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5. Kao, Sheng Hua
and quality plan specified, execute the bearing tests of the ground
where the bottom of the caisson and Sin-so piles, manage and
execute the inspection on installation of pre-stress tendons and stay
cables, monitoring the stressing and grouting works, manage and
execute the inspection on form traveler and climb form and hydraulic
system for launching, manage the subcontractor to Install and achieve
the examination of the bridge monitoring and transmission system.
He held quality control seminars between the members of main
contractor and the client.
Mr. Kao also reported to the Client what were the main contractor’s
activities including NCR management, inspection results, quality
control summary and submit the test reports monthly..
Apr. 1997 ~
Apr. 2003
Company Name: Evergreen Construction Co., LTD. (Taiwan)
Project Name: Taipei Railroad Underground Program Nan-Kang Project
CL305.
Main Contractor: Evergreen/ITD JV
Position: QC Manager
Project Located: Taipei, Taiwan.
Project Cost: 9.6 Billion NT$ (about 300 Million USD)
Responsibility:
QC planning, Construction method statement review, Management of
materials Inspection and test planning, Construction quality training,
NCR corrective proposal and activities review, QC documentation and
management, Site supervising, Site Lab. management, Research the
workability, mix design, related formwork and construction deals on
Self-Compacted Concrete (SCC).
Project Description:
Civil Works:
Construction of 1.6 kilometer long 13~18 meter wide open-cut tunnel,
station, cargo and warehouse buildings (SRC structure), 450 numbers
of 1.5 Meter ψ35 meter depth reversed circulated pile.
Track Works:
Total length in 12.8 kilometer railway system including track-bed,
plinth, crossover system and embedded rail fastener/clip,
Work Involved:
As a QC manager in a construction company, Mr. Kao works in the
beginning of the project were to edit QC plan, to investigate the
aggregate sources and make different compressive strength
(14Mpa~35Mpa, slump 12cm~21cm) of concrete mix design for
concrete structures, to meet the different performance requirement
and different compressive strength (28Mpa~42Mpa, R1~R3) of self-
consolidation concrete (SCC), to assess and estimate the capability of
the suppliers and subcontractors, to guide and assist the concrete
batching plant to achieve all concrete trial mix and modify the mix
designs, to manage the sub contractors to achieve the track works
detail design, products and materials verification.
At the execution of the project, his work were to execute row materials
and decoration materials tests of all project specified, to execute the
pull-off tests and loading tests for piles, to execute the NDT (MT, UT
and X-ray) for different steel structure, to execute the inspection on the
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6. Kao, Sheng Hua
welding procedure and NDT on welded rail, such as electric flash-butt
welds and thermite welds.
He also had to report to the client what were the main contractor’s
activities including NCR management, inspection results, quality
control summary and to submit the test reports monthly.
Project Name: Taiwan High Speed Rail C296 and T240.
Main Contractor: Evergreen/Shimizu (Japan)JV
Position: Q.C. Manager
Project Located: Kaohsiung, Taiwan.
Project Cost: --
Responsibility:
QC planning and construction method statement review, Management
of materials Inspection and test planning, Construction quality training,
NCR corrective proposal and activities review, QC documentation and
management, Site supervising, Site Lab. management.
Project Description:
C296: 496 nos. reverse circulation piles, 79 nos. RC piers, 7 nos. steel
piers, 71 nos. of pre-stressed concrete cast-in-situ single-span
box girder, 2 nos. of pre-stressed concrete cast-in-situ 3-span
continuous box girder, 3 nos. of 3-span continuous steel box
girder and 1 no. single-span steel truss bridge in 93m length
and earth embankment in 17m length.
T240: About 76 kilometer long concrete roadbed and plinth
construction works on the bridge deck of THSR C291, C295
and C296.
Work Involved:
As a QC manager of contractor to construct the Taiwan High Speed
Railway, Mr. Kao joined the project in the middle of the construction
stage. His main works were to execute row materials and decoration
materials tests of all QC plan specified, to execute the pull-off tests on
repairs of the form tie holes, to manage the inspectors to execute the
NDT (MT, UT and X-ray) for different steel structure, to manage the
inspectors to execute the inspection on the welding procedure, to
develop suitable material and applying method to fill the gape from the
bottom to draining hole inside the steel trust members which caused
by welding joint specification, to manage and execute the inspection
on installation of pre-stress tendons, to monitor the stressing and
grouting works, to manage and execute the inspection on form works
and bracing system during construction.
Mr. Kao also reported to the client what were the main contractor’s
activities including NCR management, inspection results and
submitted the quality control summary reports monthly.
Project Name: Taiwan Freeway C313
Main Contractor: Evergreen
Position: Site Laboratory Manager / QC Engineer
Project Located: Dajia, Taichung, Taiwan
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7. Kao, Sheng Hua
Project Cost: 2.3 Billion NT (about 65 million USD)
Responsibility: In charge of material test, and site inspection.
Project Description:
Construction of 1,344 numbers of whole casing pile of 34~48 meter
and 1.5 meter ,ψ 3.4 kilometer long 16 meter wide superstructure, 82
Piers, 64 spans box girder bridge cast in situ by MSS form traveler
method, 20 spans box girder cast in situ by bracing system, Two
overpass bridge in Length of 110 meter and width of 12 meter cast in
situ by bracing system, 400 meter long embankment.
Work Involved:
Mr. Kao was acted as Site Laboratory Manager / QC Engineer. His
main works at beginning of the Project were to edit QC Plan, to
investigate the aggregate sources and make different compressive
strength (14Mpa~35Mpa, Slump 12cm~21cm) of concrete mix design
for concrete structures, to assess and estimate the capability of the
suppliers and subcontractors, to assess the asphalt plant mix design,
to execute Marshall tests and to compact density tests in site
laboratory.
During the execution of the project, his works were to manage and
execute all the materials and row materials sampling and tests under
the contract and quality plan specified to manage the inspectors to
execute the NDT (MT, UT and X-ray) for different steel structure of
form traveler and bracing system, to manage the inspectors to execute
the inspection on the welding procedure, to execute the bearing tests
and site density test by sand cone method of the back filling
embankment and abutment, to manage and execute the inspection on
installation of pre-stress tendons, to monitor the stressing and grouting
works, to manage and execute the inspection on form traveler, bracing
system and hydraulic system for launching.
He reported to the client what were the main contractor’s activities
including NCR management, inspection results and submitted the
Quality Control summary reports monthly.
Other Working Experiences
Jul. 1994 ~
Apr. 1997
Aoki Corporation (Japan)
• Project manager, O-Wei Building project. Responsible for the co-
ordination, technical submittals, survey and supervision.
Project Description: 4 Quantifier of cast-in-situ RC buildings in 14
stories and 3 stories basement for a residential
quarters.
Jan. 1990 ~
Jun. 1993
Kun-Fu Construction Co, Ltd (Taiwan)
• Site manager for two 14 stories and 2 stories basement RC building,
one 20 stories and 4 stories basement SRC building and one 34 stories
and 5 stories basement SRC building ( both SRC buildings were
constructed by up-down method).
Jul. 1986 ~
Dec1989
BES engineer Co (Taiwan)
• QC/Lab engineer of Taipei Railroad underground project C2, C5, C6
package
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8. Kao, Sheng Hua
Mr. Kao was In charge of material sampling, specimens, material
testing, construction site supervision and inspection.
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