031215 ITP V2 2015 for Upload_compressed

INSPECTION AND TESTING PLAN - VERSION 2

SENARAI KANDUNGAN BIL. 1.0 2.0 3.0 3.1 3.2 3.3 3.4 3.4.1 3.4.2 3.4.3 3.4.4 3.4.5 3.4.6 3.4.7 3.4.8 3.4.9 3.4.10 3.4.11 3.5 3.5.1 3.5.2 3.5.2.1 3.5.2.2 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.9.1 4.9.2 4.9.3 4.9.4 4.9.5 5.0 5.1 5.2 5.3 5.4

BIDANG KERJA / TRADE PRAKATA PENGHARGAAN KERJA GEOTEKNIK Site Investigation / Soil Investigation (New Trade) Earthworks (Revised Version 1) Ground Improvement (New Trade) Slope Stabilization Rock Bolt And Rock Dowel (New Trade) Reinforced Soil Slope (New Trade) Reinforced Soil Wall (Revised Version 1) Reinforced Soil Structure (New Trade) Tie Back Wall (New Trade) Ground Anchor (New Trade) Soil Nailing (New Trade) Geocell (New Trade) Guniting (New Trade) Horizontal Drain (New Trade) Hydroseeding (New Trade) Kerja Asas / Foundation Shallow Foundation (Revised Volume 2) Deep Foundation / Piling Works Pre-Cast Driven / Jacked  – In Pile (New Trade) Cast-insitu Bored Pile / Micro Pile (New Trade) KERJA JALAN Flexible Pavement (Revised Version 1) Specialty Mix 1 - Porous Asphalt (Revised Volume 2) Specialty Mix 2 - Stone Mastic Asphalt (Revised Volume 2) Specialty Mix 3 - Gap Graded Asphalt (Revised Volume 2) Specialty Mix 4 - Hot In-Place Recycling (Revised Volume 2) Specialty Mix 5 - Cold In - Place Recycling (Revised Volume 2) Specialty Mix 6 - Polymer Modified Asphaltic Concrete (Revised Volume 2) Road Shoulders (New Trade) Road Furniture Corrugated Sheet Steel Beam Highway Guardrail (Revised Version 1) Concrete Kerb (Revised Version 1) Wire Rope Safety Fence (Revised Version 1) Road Marking (Revised latest  – SPJ) Traffic Signs (Revised Version 1) KERJA SIVIL Drainage Works (Revised Volume 2) Sewerage Works (Revised Volume 2) External Water Reticulation (Revised Volume 2) Internal Road And Hard-standing (Revised Volume 2)

MUKA SURAT iv vi 2-3 4-5 6-7 8 9 10 11 12 13 14 15 16 17 18 19 20-21 22-23 25-30 31-34 35-38 39-41 42-44 45-47 48-51 52-53 54-55 56-57 58 59-61 62-66 68-70 71-73 74-77 78-79 i

INSPECTION AND TESTING PLAN - VERSION 2

SENARAI KANDUNGAN BIL.

BIDANG KERJA / TRADE

MUKA SURAT

6.0 6.1 6.2 6.2.1 6.2.2 6.3

KERJA STRUKTUR Concrete Works (Revised Volume 2) Roof Structure Pre-Fabricated Cold Formed Steel Roof Truss (Revised Volume 2) Pre-Fabricated Timber Roof Truss (New Trade) Steel Structure (Revised Volume 2)

86-92 93-101 102-104

7.0 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 7.10 7.11 7.12

KERJA ARKITEK Flooring/Rendering Works (New Trade) Water Proofing (New Trade) Tiling Works (Floor/Wall Tiles) (Revised Version 1) Plastering Works (Revised Version 1) Door, Window And Ironmongery (Revised Version 1) Ceiling Works (Revised Version 1) Roof Covering (Revised Version 1) Painting Works (Revised Version 1) Sanitary Ware & Fittings (Revised Version 1) Interior, Signage & Graphic (Revised Version 1) Softscape Works (Revised Version 1) Hardscape Works (Revised Version 1)

106-107 108-109 110-111 112 113 114-115 116-117 118-119 120 121 122 123

8.0 8.1 8.2

KERJA LAPANGAN TERBANG Rigid Pavement (New Trade) Flexible Pavement (New Trade)

125 126-127

9.0 9.1 9.2 9.3 9.4 9.5

KERJA MARIN Fender (New Trade) Bollard (New Trade) Cathodic Protection (New Trade) Revetment (New Trade) Steel Pontoon (New Trade)

129 130 131 132-133 134

10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8

KERJA MEKANIKAL Air-conditioning System (Revised Version 1) Fire Fighting System (Revised Version 1) Cold Water System (Revised Volume 2) Sanitary Plumbing System (Revised Volume 2) Lift System (Revised Volume 2) Building Automation System (New Trade) Kitchen Equipment & Ancillary System (New Trade) LPG System (New Trade)

136-138 139-142 143-144 145 146-148 149-151 152-153 154-155

81-85

ii

INSPECTION AND TESTING PLAN - VERSION 2

SENARAI KANDUNGAN BIL.

BIDANG KERJA / TRADE

11.0 11.1 11.1.1 11.1.2

KERJA ELEKTRIK Low Voltage Electrical Boards (Revised Version 1) Wiring System & Underground Cable (Revised Version 1)

11.1.3 11.1.4 11.1.5 11.2 1.2.1 11.3 11.3.1 11.3.2 11.3.3

Lightning Protection System (Revised Version 1) Standby Generator Set (Revised Version 1) Road Lighting System (Revised Volume 2) Extra Low Voltage PA System (Revised Version 1) ICT & Telephone External Installation For ICT & Telephone (Revised Version 1) Internal Installation For ICT : Active Equipment (Revised Version 1) Internal Installation For Passive Equipment And ICT Room (Revised Volume 2) Internal Installation For Telephone (Revised Volume 2) Medical Equipment General Radiography - Outsource (Revised Version 1) Examination Light - Outsource (Revised Version 1) Surgical Light - Outsource (Revised Version 1) Surgical Table - Outsource (Revised Version 1) High Tension System 11kV DRY TYPE TRANSFORMER (Revised Volume 2) Ht Switchgear (Revised Volume 2) Traffic Signal Light (New Trade)

11.3.4 11.4 11.4.1 11.4.2 11.4.3 11.4.4 11.5 11.5.1 11.5.2 11.6

MUKA SURAT

157-158 159-162 163-164 165-166 167-170 171-172 173-174 175-176 177 178 179 180 181 182 183-186 187-188 189-192

iii

PRAKATA Jabatan Kerja Raya (JKR) sebagai jabatan teknikal terunggul komited dalam memastikan kehendak pelanggan dapat direalisasikan melalui penghasilan produk yang berkualiti. Pelan Pemeriksaan dan Pengujian (Inspection and Testing Plan, ITP ) terhadap bahan dan kaedah pemasangan/pembinaan merupakan salah satu proses yang penting dalam mencapai maksud tersebut. Dokumen ITP ini merupakan dokumen rujukan dan dokumen sokongan bagi membantu staf JKR di dalam melaksanakan projek dan ia tidak terikat dengan peraturan kontrak. ITP bagi pelaksanaan projek yang dinyatakan di dalam SPB JKR di mana kontraktor perlu mengemukakan Senarai ITP di dalam C-Plan. Walau bagaimanapun, pembangunan ITP ini adalah untuk membantu staf JKR dan sebagai panduan bagi menyemak ITP yang diserahkan oleh pihak kontraktor. ITP merupakan satu alat (tool ) program Quality Assurance  di mana diskripsi secara terperinci mengenai Quality Control   dan aktiviti-aktiviti yang perlu dilakukan di tapak bina berpandukan standard yang ditetapkan. Aktiviti pemeriksaan dan ujian dalam ITP merangkumi semua aktiviti sebelum, semasa dan selepas (i.e : manufacturing, fabrication, construction and installation)  proses penzahiran sesuatu produk. Ini bertujuan memastikan kualiti sesuatu produk itu memenuhi kriteria dan standard yang dimaksudkan. Penghasilan ITP Edisi 2012 : Versi 1 & ITP Edisi 2013 : Volume 2 telah membantu JKR untuk memenuhi keperluan dan kehendak Seksyen 7.1 Manual Pengurusan Sistem Bersepadu (MPSB) : Perancangan Bagi Penzahiran Produk iaitu “Keperluan verifikasi, validasi, pemantauan, pemeriksaan serta pengujian ke atas proses/aktiviti tertentu dalam penzahiran produk serta ciri-ciri produk yang diterima”. Kesinambungan daripada kejayaan pembangunan ITP Edisi 2012 : Versi 1 dan ITP Edisi 2013 : Volume 2 telah mendorong JKR untuk mengambil inisiatif dalam penambahbaikan ITP dengan membentuk pasukan penggubal berdasarkan Subject Matter Expert   (SME) untuk membangunkan ITP Edisi 2015 : Versi 2. Selaku Urus Setia, Bahagian Pengurusan Kualiti, Cawangan Dasar Dan Pengurusan Korporat telah mengatur beberapa siri mesyuarat dan bengkel dalam memastikan kejayaan pembangunan ITP Edisi 2015 : Versi 2 ini. Dokumen ITP Edisi 2015 : Versi 2 ini mengandungi gabungan ITP Edisi 2012 : Versi 1 dan ITP Edisi 2013 : Volume 2 yang telah dibuat penambahbaikan serta pembangunan trade-trade baru yang keseluruhannya merangkumi sembilan (9) bidang kerja utama iaitu Geoteknik, Kerja Jalan, Kerja Sivil, Kerja Struktur, Kerja Arkitek, Kerja Lapangan Terbang,

iv

Kerja Marin, Kerja Mekanikal, dan Kerja Elektrik. Jumlah keseluruhan trade  yang telah dibangunkan adalah sebanyak lapan puluh dua (82) trade berbanding dua puluh lapan (28) trade untuk ITP Edisi 2013 : Volume 2 dan tiga puluh tiga (33) trade untuk ITP Edisi 2012 : Versi 1 sebelum ini . Selain itu, setiap trade  Dokumen ITP yang dibangunkan mengandungi Description Of Works, Point Of Inspection/Test, Standard/Requirement, Tools/Equipment  serta Stage/Frequency dan penambahbaikan di dalam ITP Versi 2 Tahun 2015 dengan penyeragaman kepada jadual trade di ruangan Evidence, Responsibility   dan Remarks bagi ITP Edisi : Versi 1 dan trade terkini. Dengan terhasilnya Dokumen ITP Edisi 2015 : Versi   2, adalah diharapkan ianya dapat membantu staf JKR untuk melaksanakan projek dan seterusnya menyumbang ke arah mencapai objektif JKR iaitu “Menyerahkan projek yang menepati kualiti, masa dan kos yang telah ditetapkan”.

Disediakan oleh: Urus Setia Sistem Pengurusan Bersepadu (SPB) Bahagian Pengurusan Kualiti, Cawangan Dasar Dan Pengurusan Korporat JKR Malaysia

v

PENGHARGAAN Setinggi-tinggi penghargaan dan terima kasih kepada semua yang terlibat seperti berikut: Penasihat :

Ir. Hj. Mohd Jamal Bin Sulaiman (Pengarah Cawangan Dasar Dan Pengurusan Korporat)

Pengerusi :

Ir. Hajah Ruhani Binti Haji Ali (Ketua Bahagian Pengurusan Kualiti, CDPK)

Fasilitator :

Ir. Abdul Hadi Bin Abdul Aziz Ir. Hj. Mohamad Sharip Bin Wahijan

Penggubal :

1)

CKG

Bidang Kerja Geoteknik En. Mohd Khair Bin Nordin Pn. Eng Boon Cheng Pn. Hani Nadzrah Binti Razali

CKC

Ir. Zainal Arsad Bin Md Amin Pn. Siti Zarina Binti Ngajam Pn. Sakinah Binti Dahrawi Edrus

CJ

2)

Bidang Kerja Jalan Ir. Wan Abdul Rahman Bin Wan Hassan Ir. Abdul Rahman Bin Baharuddin Ir. Abdul Mutalif Bin Abdul Hameed Ir. Hj. Othman Bin Ibrahim Ir. Asraruddin Bin Jaafar  Ir. Lai Khin Onn En. Shahrul Nizam Bin Siajam En. Mohd Azral Bin Mat Jusoh

CKAS

3)

Bidang Kerja Sivil Ir. Wan Sohaimi Bin W an Mohamed Pn. Norhayati Binti Khairudin Ir. Ismail Bin Abd Rahman Pn. Aiedah @ Noraidah Binti Nadzri En. Amir Asrol Bin Ahmad Bangi En. James Anak Musa Pn. Nurzalisa Binti Abd Rahim Pn. Haslina Binti Salim

vi

CKAS

En. Shaiful Munir Bin Leman En. Mohd Fariz Adlan Bin Jasri En. Mohd Firdaus Bin Barjumin 4)

Bidang Kerja Struktur Ir. Norazman Bin Ismail Hj. Ahmad Rosli Bin Abd Rahman Ir. Mohd Azhari Bin Mohd Salleh Ir. Noraidah Binti Yahya Ir. Mohd Zamri Bin Abdullah Ir. Hilmi Bin Md. Tahir Pn. Melati Binti Mudzaffar Ali En. Mohd Fairuz Bin Muhamad Ir. Zamilah Binti Said Pn. Siti Radiah Binti Yunus En. Saiful Azzuan Bin Aznam Pn. Lee Choon Siang Pn. Durrah Munierahhannies Binti Azizan En. Megat Kamarulzaman Bin Megat Yusoff

CA

5)

Kerja Arkitek En. Saiful Fazli Bin Ramli En. Muhammad Zaki Bin Abd Manaf Pn. Nur Liyana Binti Amer Hamzah En. Somphob Charenchit En. Jabez Ho Chen Kwang

CPUM

6)

Kerja Lapangan Terbang En. Muhammad Khazani Bin Abd Rahman En. Mohd Noh Bin Karim En. Samri Haji Embong En. Mahalil Bin Mohtar

7)

Kerja Marin En. Azarul Azlan Bin Mohd Radhi En. Anuar Bin Pawan Cik.Syuhaida Binti Suaib En. Adam Bin Ali

vii

CKM

8)

Kerja Mekanikal Ir. Zulkifli Abdul Rashad Ir.Mohamad Azly Abdul Aziz Ir. Wan Shah Waliallah B.Wan Senik En. Muhammad Nazri B.Omar En. Izzat Zumairi Che Harun Ir.Hisham B. Mokhtar Pn. Warnida Bt. Abu Bakar En. Ahmad Fadzli Bin Mohamed Yusoff

CKE

9)

Kerja Elektrik Ir. Hj. Mohd Jahini Bin Mohd Dom Pn. Noor Hafiza Binti Noor Kassim Pn. Nur Hafizah Binti Bahari En. Ahmad Noor Ikmal Bin Mohamad En. Johari Bin Husin

10)

Urus Setia SPB Ir. Hajah Ruhani Binti Haji Ali En. Ramlan Bin Hamzah En. Mohd Nor Sahrul Bin Md Ali Pn. Nurul Syifaa' Binti Ahmad En. Ismail Najmuddin Bin Abdul Hadi En. Puspanathan A/L Periasamy En. Mohamad Azhari Zarzali Shah

viii

1

INSPECTION AND TESTING PLAN - VERSION 2

SITE INVESTIGATION WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

TRADE : SITE INVESTIGATION ITEM

1

2

DESCRIPT ION OF WORKS

Deep Boring

JKR/ Mackintosh Probe

POINT OF INSPECT ION / TEST

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

Method Of Drilling

JKR/SPJ/2013-S17 Clause 17.2

Visual inspection

Every test location

Contractor/ Photos & SI Report Supervising Engineer

Sampling

JKR/SPJ/2013-S17 Clause 17.3

Visual inspection

Every test location

Contractor/ Photos & SI Report Supervising Engineer

Termination Depth

SI Scope Of Work

Tools to measure depth

Every test location

Contractor/ Borelog Supervising Engineer

Ground Water Level

JKR/SPJ/2013-S17 Clause 17.4.7

Tools to measure depth

Beginning & End Of Shift

Contractor/ Borelog Supervising Engineer

Number of probe/ Locations

Coordinates & Reduce Level

Every test location

Contractor/  As built plan Supervising Engineer

Setting up

Refer to drawings (design requirement) & scope of SI Federal Aviation Administration (FAA) AC 150/5320-6E CI 202 JKR/SPJ/2013-S17 Clause 17.4.5

Termination Depth

JKR/SPJ/2013-S17 Clause 17.4.5

JKR/SPJ/2013-S17 Clause 17.4.1

Testing procedures

4

Trial Pit

Number of trial pit/locations

Quantity of samples condition/quality of sample

Every test location

EVIDENCE

Refer to drawings (design requirement) & scope of SI Federal Aviation Administration (FAA) AC 150/5320-6E CI 202

Standard Penetration Test

Coordinates & Reduce Level

RESPONSIBILITY

Number of borehole/ Locations

3

Nota : ITP ini

STANDARD / R EQUIREM ENT

Contractor/  As built plan Supervising Engineer

Visual inspection

Every test location

Contractor/ Photos & SI Report Supervising Engineer

Digital Counter

Every test location

Contractor/ Probe log Supervising Engineer

Digital Counter & Measurement Tools

Every 1.5m depth

Contractor/ Borelog Supervising Engineer

Refer to construction drawings (design requirement) Federal Aviation Administration (FAA) AC 150/5320-6E CI 202

Coordinates & Reduce Level

Every test location

Contractor/  As built plan Supervising Engineer

JKR/SPJ/20 13-S17 Clause 17.3.8

W eighin g Sca le

Eve ry la yer of soil

Co ntractor / Trial Pit Log Supervising Engineer

REMARKS

Federal Aviation  Administration (FAA)  AC 150/5320-6E CI 202 for Airport Construction

Federal Aviation  Administration (FAA)  AC 150/5320-6E CI 202 for Airport Construction

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 2

INSPECTION AND TESTING PLAN - VERSION 2

SITE INVESTIGATIONS WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

TRADE : SITE INVESTIGATIONS (LAPANGAN TERBANG) ITEM 1

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD / REQIUREMENT

TOOL/ EQIUPMENT

STAGE/ FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

SOIL BORING a. Runway & Taxiway

i) Spacing Random along pavement at min 60 m intervals

Federal Aviation Administration (FAA) AC 150/5320 -6E CI 202

Visual, testing and measurement

Once per project/source

Project Manager/ Contractor

Inspection Form/SI Report

b. Other Areas Of Pavement

i) Spacing 1 boring per 930 sq m of area

Federal Aviation Administration (FAA) AC 150/5320 -6E CI 202

Visual, testing and measurement

Once per project/source

Project Manager/ Contractor

Inspection Form/SI Report

c. Borrow Areas

i) Spacing Sufficient tests to clearly define the borrow material

Federal Aviation Administration (FAA) AC 150/5320 -6E CI 202

Visual, testing and measurement

Once per project/source

Project Manager/ Contractor

Inspection Form/SI Report

ii) Depth To depth of borrow excavation 2

SOIL STRENGTH TESTS a. CBR test

Sufficient Test to clearly to defined soil strength

Federal Aviation Administration (FAA)  AC 150/5320 -6E CI 205

Visual, testing and measurement

As per requirement

Project Manager/ Contractor

Inspection Form

b. Plate Bearing test

Sufficient Test to clearly to defined soil strength

Federal Aviation Administration (FAA)  AC 150/5320 -6E CI 205

Visual, testing and measurement

As per requirement

Project Manager/ Contractor

Inspection Form

ICAO A. Manual Part 2

Nota : ITP ini adalah untuk memberikan panduan kepada SO/PP sebagai perancangan penyediaan ITP yang bersesuaian dengan kontrak yang berkaitan.

3

INSPECTION AND TESTING PLAN - VERSION 2

EARTHWORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

TRADE : EARTHWORKS ITEM

1

2

DESCRIPTION OF WORKS

Site clearing

Excavation

POINT OF INSPECTION / TEST

STAGE / FREQUENCY

Refer to construction drawings or at least 0.5m below ground level

Tools to measure depth

Survey plan

Removal of topsoil

Refer to construction drawings or at least 0.1m below ground level

Tools to measure depth

Survey plan

D im en si on al to le ra nc e ( de pt h)

W id th < 3 00 mm t ha n t he d im en si on s shown on the drawings

Tools to measure depth

When required

Unsuitable material (If any)

JKR/SPJ/2013-S2: Clause 2.2.1 (d) or  JKR 20800-0183-14 Section B Cl. 5.2.3

Trial pit

When required

Material laboratory test

Grading of replacement materials

JKR/SPJ/2013-S2: Table 2.1 or  JKR 20800-0183-14 Section B Cl. 5.7, Table B1 JKR/SPJ/2013-S2: Clause 2.2.1 (f) and (g) or  JKR 20800-0183-14 Section B Cl. 5.2.5, Cl. 5.2.6, Cl. 5.10 JKR/SPJ/2013-S2: Clause 2.2.3.8 or  JKR 20800-0183-14 Section B Cl. 5.1.2

Particle Size Distribution (Gradation analysis) Trial excavation

When required

Material laboratory test

When required

Trial excavation record

Trial blasting

When required

Trial blasting record

JKR/SPJ/2013 - Cl. 2.2.4.1 and 2.2.4.2 or   Atterberg limit test JKR 20800-0183-14 Section B Cl. 5.2.4 or  Federal Aviation Administration (FAA) AC Gradation analysis 150/5320-6E CI 205 Compaction test (MS 1056) Soaked CBR test

The whole site

Contractor/ Project Manager 

EVIDENCE

Depth of grubbing

Suitability of materials

Survey equipment

RESPONSIBILITY

JKR/SPJ/2013-S2: Clause 2.1.2.1 Refer to construction drawings

Rock blasting

Fill materials

TOOLS / EQUIPMENT

 Area to be cleared

Excavation of hard materials / rock

3

STANDARD / REQUIREMENT

Contractor/ Project Manager 

3

One test/ 1500 m  of the material to be used

Contractor/ Project Manager 

REMARKS

Setting out plan

Survey plan

Material laboratory test Federal Aviation  Administration (FAA)  AC 150/5320-6E CI 205 & ICAO A. Manual Part 2 for  Airport Construction

Federal Aviation Administration (FAA) AC Plate Bearing Test 150/5320-6E CI 205 & ICAO A. Manual Part 2

Nota : ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 4

INSPECTION AND TESTING PLAN - VERSION 2

EARTHWORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

TRADE : EARTHWORKS ITEM

4

DESCRIPTION OF WORKS

Construction of embankments

POINT OF INSPECTION / TEST

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

Compaction test (MS One test/ 1500m 3 of 1056) the material to be used

T ri al compact ion t hi ckness

Max imum l oose dept h = 300mm; m ini mum area = 8m x 15m; not required if volume of 3 fill < 100m with approval from SO

Degree of compaction for placement of f ill materials

> 95% for cohesive material Compaction test (MS 1056) > 100% for cohesionless material  Air voids < 5% CBR valu es as per specified in the drawing Soaked CBR test or CBR > 10%

One test/ 500m  of every compacted layer 

Within +10mm and -30mm of the required level.

Completion of work

Cali fornia Bearin g Ratio for subgrade

Shape, super elevation, level, and grade

Nota : ITP ini

STANDARD / REQUIREMENT

Survey equipment

2

RESPONSIBILITY

EVIDENCE

Contractor/ Project Manager 

Trial compaction record

REMARKS

Compaction records

2

One test/ 4000m  of compacted subgrade As built drawings

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 5

INSPECTION AND TESTING PLAN - VERSION 2

GROUND IMPROVEMENT WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

TRADE : GROUND IMPROVEMENT I TEM

1

DE SC RI PTI ON O F WO RK S

PO IN T O F I NSPE CT IO N / T ES T

Remove and Replace of Unsuitable Identification of unsuitable material Materials Depth of removal and replacement material

2

Piled Embankment

3

Surcharging

4

5

Nota : ITP ini

Prefabricated Vertical Drain (PVD)

Basal Reinforcement with High Strength Geotextile / Geogrid

S TAND AR D / R EQ UI REM EN T

Refer to SI report

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

N/A

MS 1056 : Part 2 : 2005 or Tools to measure JKR/SPJ/2013-S2: Clause 2.2.1 (d) depth (Criteria for unsuitable materials) or  JKR 20800-0183-14 Section B Cl. 5.2.3

Refer to ITP for Piling Works (Driven/ Refer to ITP for Piling Works (Driven/ Refer to ITP for Piling Jacked-in) Jacked-in) Works (Driven/ Jacked-in) Thickness of filling materials and Construction drawing & Refer to ITP for compaction works JKR/SPJ/2013 Clause 2.2.3.5 & Earthworks Clause 2.2.2.1(e) Surcharging period Refer to construction drawings Degree of consolidation & Time  Approval of materials, storage and installation equipment

Refer to engineer's specification, manufacturer's instruction and approved method statement PVD installation and depth of driving Refer to construction drawin gs

Method of testing/acceptence criteria Refer to engineer's specification, manufacturer's instruction and approved method statement Approval of materials, storage and Refer to engineer's specification, installation equipment manufacturer's instruction and approved method statement Installation method and coverage Refer to construction drawings, engineer's specification, manufacturer's instruction and approved method statement Method of testing/acceptence criteria Refer to construction drawings, engineer's specification, manufacturer's instruction and approved method statement

N/A

Before and after removal work

RESPONSIBILITY

EVIDENCE

REMARKS

Contractor/ Lab test results & Supervising Engineer drawing Contractor/ SI Report & Lab test Supervising Engineer results & survey records

Refer to ITP for Piling Contractor/  As built plan Works (Driven/ Supervising Engineer Jacked-in) Refer to ITP for Contractor/  As built plan Earthworks Supervising Engineer  As per engineer's instruction

Visual inspection, lab Prior to PVD test on samples installation

Contractor/ Settlement records Supervising Engineer Contractor/ Quality records, Lab Supervising Engineer test result

Visual inspection, Every installation point Contractor/ Quality records installation record Supervising Engineer verification Visual inspection, Every installation point Contractor/ Quality records installation record Supervising Engineer verification Visual inspection, lab Prior to installation Contractor/ Quality records, Lab test on samples Supervising Engineer test result Visual inspection, installation record verification

Every installation point

Contractor/ Quality records Supervising Engineer

Visual inspection, installation record verification

Refer to construction drawings & method statement

Contractor/ Borelog Supervising Engineer

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 6

INSPECTION AND TESTING PLAN - VERSION 2

GROUND IMPROVEMENT WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

TRADE : GROUND IMPROVEMENT I TEM

6

7

DE SC RI PTI ON O F WO RK S

Stone column

Instrumentation

PO IN T O F I NSPE CT IO N / T ES T

 Approval of materials, storage and installation equipment

Refer to engineer's specification, manufacturer's instruction and approved method statement Installation method and depth Refer to construction drawings, engineer's specification, manufacturer's instruction and approved method statement Method of testing/acceptence criteria Refer to construction drawings, engineer's specification, manufacturer's instruction and approved method statement Installation of instrumentation Refer to construction drawings & JKR/SPJ/2013 Clause 2.2.6.3 Location of monitoring instruments

Monitoring record

 Acceptance criteria

Nota : ITP ini

S TAND AR D / R EQ UI REM EN T

At location and level as shown on drawings and protected from disturbances especially from being run down by construction machineries Refer to construction drawings & JKR/SPJ/2013 Clause 2.2.6.4

Refer to construction drawings

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

Visual inspection, any Prior to installation Contractor/ Quality records, Lab test specified by Supervising Engineer test result Engineer  visual inspection, Every installation point Contractor/ Quality records installation record Supervising Engineer verification Visual inspection, load Refer to construction test drawings & method statement

Contractor/ Borelog Supervising Engineer

Visual inspection, any Prior to installation Contractor/ Quality records, Lab test specified by Supervising Engineer test result Engineer  Visual inspection, Every installation point Contractor/ Quality records installation record Supervising Engineer verification

visual inspection, installation record verification

Refer to construction drawings & method statement

Settlement monitoringRefer to construction results drawings & method statement

Contractor/ Monitoring reports Supervising Engineer

Contractor/ Settlement records Supervising Engineer

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 7

INSPECTION AND TESTING PLAN - VERSION 2

SLOP STABILIZATION WORKS- ROCK BOLT AND ROCK DOWEL

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

 HELAIAN 1 DARI 1

SLOPE STABILIZATION - ROCK BOLT AND ROCK DOWEL ITEM

1

2

3

DESCRIPTIO N OF WORKS

Testing Instrument

Material

Installation

POINT OF INSPECTION / TEST

i. Testing Method ii Suitabi lity Apparatus iii Testing Procedure

i. Physical Condition ii. Structural Capacity

Termination of Drilling

STANDARD/REQUIREM ENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

i. JKR/SPJ/2013-S16 Cl. 16.5 ii. Construction drawing

i. JKR/SPJ/2013-S16 Cl. 16.5 ii. Construction drawing

i. JKR/SPJ/2013-S16 Cl. 16.5 ii. Construction drawing

Construction drawing

JKR/SPJ/2013-S16 Cl.16.5

Drilling record

Mat er ia l on sit e

Construction drawing

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP s ebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

RESPONSIBILITY

EVIDENCE

Contractor / SO

i. Method of Statement ii. Instrument Certificate iii. Testing records & Certificate of conformance iv. RFI v. Drilling Record

Co nt ract or / SO

i. Method of Statement ii. Instrument Certificate iii. Testing records & Certificate of conformance iv. RFI v. Drilling Record

Contractor / SO

i. Method of Statement ii. Instrument Certificate iii. Testing records & Certificate of conformance iv. RFI v. Drilling Record

REMARKS

8

INSPECTION AND TESTING PLAN - VERSION 2

SLOP STABILIZATION WORKS - REINFORCED SOIL SLOPE 

KERJA GEOTEKNIK

 HELAIAN 1 DARI 1

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

SLOPE STABILISATION - REINFORCED SOIL SLOPE ITEM

DESCRIPTION OF WO RKS

PO INT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

RESPONSIBILITY

1

Material

i) Physic al condition ii) Strength

i. JKR/SPJ/2013- S16 Cl.16.7 ii. Construc tion Drawing

i. Vi sual ii. Measu rement  iii. Testing

Initial and Construction Stage

Contractor / SO

2

H an dl in g a nd St or ag e

 i) Visual ii) Measurement

i. JKR/SPJ/2013- S16 Cl.16.7 ii. Construc tion Drawing

i. Vi sual ii. Measu rement  iii. Testing

Initial and Construction Stage

Contractor / SO

3

Installation

Level and Location

i. JKR/SPJ/2013-S16Cl. 16.7 ii. Construc tion Drawing

i. Vi sual ii. Measu rement  iii. Testing

Initial and Construction Stage

Contractor / SO

4

Backfill and Compaction

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP s ebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

EVIDENCE

REMARKS

  i. Method statement  ii. Certificate of conformance

Refer to ITP for Earthwork

9

INSPECTION AND TESTING PLAN - VERSION 2

REINFORCED SOIL WALL WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 of 1

SLOPE STABILIZATION : REINFORCED SOIL WALL ITEM

1

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

BS 8006

Every panels/no

EVIDENCE

REMARKS

-

-

-

-

Ap pr ov al M at er ia ls : i) Facing materials

Receiving of materials /

ii) Reinforcing element and connections iii) Hot-dip galvanising

Visual inspection and manufacturer records

Specification for Reinforced Soil Structures and Slopes

iv) Joint filler and sealant V) Fill material

2

Cons truction

Found ation so il / bea ring c apacity

Spe cification for Reinforced Soil Structures an d Slopes & Construction drawings

BS 8006

Initial stage

Erection of elemental facing / verticality and horizontally

Specification for Reinforced Soil Structures and Slopes & Construction drawings

BS 8006

Every layer  

Fill materials

Specification for Reinforced Soil Structures and Slopes, Construction drawings & Manufacturer recommendation

BS 8006

Every layer  

Specification for Reinforced Soil Structures and Slopes, Construction drawings & Manufacturer recommendation

BS 8006

Every layer  

Specification for Reinforced Soil Structures and Slopes, Construction drawings & Manufacturer recommendation

BS 8006

Every layer  

Placement of reinforcing elements tensile test / pull out test Connections

Nota: ITP

ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 10

INSPECTION AND TESTING PLAN - VERSION 2

SLOPE STABILIZATION WORKS - REINFORCED SOIL STRUCTURE 

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

 HELAIAN 1 DARI 1

SLOPE STABILIZATION - REINFORCED SOIL STRUCTURE ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD/REQUIREM ENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

RESPONSIBILITY

1

Material

i) Physical condition ii) Structure capacity

i. JKR/SPJ/2013- S16 Cl.16.7 ii. Constru ction Drawing

i. V isual ii. Measurement  iii. Testing

Initial and Construction Stage

Contractor / SO

2

H an dl in g a nd St or ag e

i) Visual ii) Measurement

i. JKR/SPJ/2013- S16 Cl.16.7 ii. Constru ction Drawing

i. V isual ii. Measurement  iii. Testing

Initial and Construction Stage

Contractor / SO

3

Installation

i) Interlocking ii) Alignment

i. JKR/SPJ/2013-S16Cl. 16.7 ii. Constru ction Drawing

i. V isual ii. Measurement  iii. Testing

Initial and Construction Stage

Contractor / SO

4

Backfill and Compaction

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Refer to ITP for Earthwork

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

EVIDENCE

REMARKS

  i. Method statement  ii. Certificate of conformance

Refer to ITP for Earthwork

11

INSPECTION AND TESTING PLAN - VERSION 2

SLOPE STABILIZATION WORKS – TIE BACK WALL

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

SLOPE STABILIZATION – TIE BACK WALL ITEM

DESCRIPTION OF WO RKS

1

Material

2

P ac ka gi ng /S to ra ge

3

Installation

4

Testing

PO INT OF INSPECTION / TEST

STANDARD/REQUIREMENT

 As per submission

JKR/SPJ/2013- S16 Cl.16.8

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Initial Stage

Contractor / SO

Test Report

Initial Stage

Contractor / SO

Method Statement

Initial Stage

Contractor / SO

i. Drawing ii. Method Statement

Initial Stage

Contractor / SO

REMARKS

As per submission

 As per submission

JKR/SPJ/2013- S16 Cl.16.8

As per submission

 As per submission

JKR/SPJ/2013- S16 Cl.16.8

As per submission

As per submission

JKR/SPJ/2013- S16 Cl.16.8

As per submission

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

Test Report

12

INSPECTION AND TESTING PLAN - VERSION 2

SLOPE STABILIZATION WORKS – GROUND ANCHOR

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

SLOPE STABILIZATION – GROUND ANCHOR I TE M

DE SCR IP TI ON O F WO RK S

1

Material i. Tendons ii. Cement Grout iii. Greases iv. Plastics v. Metal Ducting vi. Rubber Rings

2

H an dl in g A nd St or ag e

3

Installation

4

Anchor Testing

5

Monitoring

P OI NT O F I NS PE CT IO N / T ES T

S TAN DARD /RE QU IR EM ENT

JKR/SPJ/2013-S16 Material approval

Physical Condition

i. End of bore ii. Insertion of tendon iii. Grouting

Cl. 16.6.10.1– 16.6.10.7

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

i. V isual ii. Measurement i  ii. Testing

Once per project

JKR Specification

i. V isual ii. Measurement

Initial and Construction Stage

JKR/SPJ/2013-S16 Cl.16.6.18

i. V isual ii. Measurement i  ii. Testing

Once per  project

i. V isual ii. Measurement i  ii. Testing

i. Proving tests ii. On-site suitability tests iii. On-site acceptance tests

JKR/SPJ/2013-S16 Cl. 16.6.21

Monitoring Records submitted within 72 hours of completion of  monitoring

JKR/SPJ/2013-S16 Cl. 16.6.22

Visual

RESPONSIBILITY

Contractor / SO

Contractor / SO

EVIDENCE

REMARKS

Results Report

i. Method Statement ii. Certificate of conformance

Contractor / SO

Records

Once per  project

Contractor / SO

Test Report

During construction

Contractor / SO

Reports

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 13

INSPECTION AND TESTING PLAN - VERSION 2

SLOPE STABILIZATION WORKS – SOIL NAILING 

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

SLOPE STABILIZATION – SOIL NAILING I TE M

D ES CR IPT IO N O F WO RK S

P OI NT O F I NS PEC TI ON / T EST

S TAND AR D/ RE QU IRE ME NT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

C on tr ac to r / SO

Results Report

REMARKS

Materials 1

2

3

i. Reinforcement ii. Cement Grout iii. Centralizers iv. Corrugated HDPE Sheath

H an dl in g A nd St or ag e

Installation

Material approval

Physical Condition

i. Drilling ii. Inserting reinforcement iii. Grouting iv. Nail Head Construction

JKR/SPJ/2013-S16 Cl. 16.3.3.1 to 16. 3.3.4

i. V isual ii. Meas urement  iii. Testing

O nc e p er pr oj ec t

JKR/SPJ/2013-S16 Cl. 16.3.3.5

i. Visual ii. Meas urement

Initial and Construction Stage

JKR/SPJ/2013-S16 Cl. 16.3.4

i. V isual ii. Meas urement  iii. Testing

Contractor / SO

Once per project

Contractor / SO

O nc e p er pr oj ec t

C on tr ac to r / SO

i. Method St atement ii. Certificate of conformance

Records

Checking :

4

P ull -Out T es ts

i. Equipment ii. Calibration Certificate iii. Competent Installer  iv. Test Results

JKR/SPJ/2013-S16 Cl. 16.3.8

i. Visual ii. Measurement iii. Testing

Test Report

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 14

INSPECTION AND TESTING PLAN - VERSION 2

REINFORCED SOIL SLOPE - GEOCELL

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

REINFORCED SOIL SLOPE - GEOCELL I TE M

DE SCR IP TI ON O F WO RK S

1

Materials

2

P ac ka gi ng /S to ra ge

3

Installation

P OI NT O F I NS PE CT IO N / T ES T

i. Physical condition ii. Technical Properties

 Visual

i. Location ii. Size iii. Infill Material

S TAN DARD /RE QU IR EM ENT

i. JKR/SPJ/2013- S16 Cl. 16.2 ii. Refer Table 16.2.1 and 16.2.2

JKR/SPJ/2013- S16 Cl. 16.2.4

JKR/SPJ/2013- S16 Cl. 16.2.5

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

i. V isual ii. Measurement  iii. Testing

Visual

i. V isual ii. Measurement

Initial Stage

Initial and Construction Stage

During construction

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

RESPONSIBILITY

Contractor / SO

EVIDENCE

REMARKS

i. Inspection Form ii. Consignment Certificate by Manufacturer  iii. Test report iv. Method Statement

Method Statement Contractor / SO

Contractor / SO

i. Mock Up ii. As Built Drawing

15

INSPECTION AND TESTING PLAN - VERSION 2

SURFACE PROTECTION WORKS - GUNITING 

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

SURFACE PROTECTION - GUNITING I TE M

D ESC RIP TI ON O F W OR KS

P OI NT O F I NS PE CT IO N / T ES T

i. Physical condition ii. Technical Properties 1

Materials

2

P ac ka gi ng /S to ra ge

3

Installation

Testing

 Visual

i. Location ii. Thickness iii. Reinforcement Bar 

i. Rebound Hammer  ii. Coring Test

ST AN DAR D/ RE QU IR EM EN T

JKR/SPJ/2013- S16 Cl. 16.4.2

JKR/SPJ/2013- S16 Cl. 16.4.2

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

i. Vi sual ii. Measu rement  iii. Testing

Visual

JKR/SPJ/2013- S16 Cl.16.4.3,16.4.6,16.4.7, 16.4.8,16.4.9

i. Vi sual ii. Measu rement

JKR/SPJ/2013- S16 Cl. 16.4.4

Rebound Hammer  Coring Machine

Initial Stage

Initial and Construction Stage

RESPONSIBILITY

Contractor / SO

EVIDENCE

REMARKS

i. Inspection Form ii. Consignment Certificate by Manufacturer  iii. Test report iv. Method Statement

Method Statement Contractor / SO

During construction

Contractor / SO

i. Mock Up ii. As Built Drawing

During construction

Contractor / SO

Test Report

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 16

INSPECTION AND TESTING PLAN - VERSION 2

HORIZONTAL DRAIN WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

HORIZONTAL DRAIN I TE M

D ES CR IP TI ON O F W OR KS

P OI NT O F I NS PE CT IO N / TE ST

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

i. JKR/SPJ/2013-S16 Cl. 16.1 ii. Construction Drawing

Visual and Measurement

Initial and Construction Stage

Contractor / SO

Drilling Record

Initial and Construction Stage

Contractor / SO

Visual and Measurement

Initial and Construction Stage

Contractor / SO

S TAN DA RD /R EQ UI RE ME NT

1

Material

Physical condition

2

Drilling and Installation

Termination of drilling

i. JKR/SPJ/2013- S16 Cl.16.1 ii. Construction Drawing

3

Concrete Lined Chutes

Water Flow

i. JKR/SPJ/2013-S16 Cl. 16.1 ii. Constru ction Drawing

RESPONSIBILITY

EVIDENCE

REMARKS

Drilling record

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 17

INSPECTION AND TESTING PLAN - VERSION 2

SURFACE PROTECTION - HYDROSEEDING 

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

SURFACE PROTECTION - HYDROSEEDING I TEM

1

D ESC RI PT IO N O F W OR KS

Materials

PO IN T O F IN SP EC TI ON / T EST

Visual

S TAND AR D/R EQ UI RE MEN T

JKR/SPJ/2013- S16 Cl. 16.11.2, 16.11.3

JKR/SPJ/2013- S16 Cl. 16.11.4 to 16.11.10 2

Installation

 Visual

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

 Visual

Visual

Initial Stage

Initial and Construction Stage

RESPONSIBILITY

EVIDENCE

Contractor / SO

Photograph

Contractor / SO

Progress Photograph

REMARKS

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 18

INSPECTION AND TESTING PLAN - VERSION 2

SHALLOW FOUNDATION WORKS

KERJA GEOTEKNIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

TRADE : SHALLOW FOUNDATION I TEM

1

2

Nota : ITP ini

DE SC RI PTI ON O F WO RK S

Excavation

Concreting works

PO IN T O F I NSPE CT IO N / T ES T

S TAN DAR D / R EQ UI REM EN T

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

Verify the founding depth

Refer to construction drawings (design requirement)

Measurement Tape

Every column position

Contractor/ Site Engineer 

Verify the soil bearing capacity

Refer to construction drawings (design requirement)

JKR Probe/ Mackintosh Probe or Plate Bearing Test

Every column position (Probe)/ As per specified (PBT)

Contractor/ Site Engineer 

Refer to ITP for concrete works

Refer to ITP for concrete works

Refer to ITP for concrete works

Refer to ITP for concrete works

Contractor/ Project Manager 

EVIDENCE

REMARKS

N/A

Probe record/ Plate bearing test record

Refer to ITP for concrete works

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 19

INSPECTION AND TESTING PLAN - VERSION 2 SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

PILING WORKS (DRIVEN/ JACKED - IN PILE) HELAIAN 1 DARI 2

KERJA GEOTEKNIK

TRADE : PILING WORKS - PRE CAST (DRIVEN/ JACKED - IN PILE) I TEM

D ESC RI PTI ON O F W ORK S

P OI NT OF IN SP EC TI ON / TE ST

STAGE / FREQUENCY P ri or to pi le installation

RESPONSIBILITY

2

Set criteria (End bearing piles)

Set criteria calculation by contractor

Less than 10 Blows/25mm/ RequiredHiley's formulae pressure (psi) equavalent to 2.5x WL (Driven pile) or equivalent approved by S.O./ Correlation chart (Jacked-in)

Prior to pile installation

Contractor/ Project Manager 

3

Piles

Physical condition of piles (Type/ dimension/ shoes/ defects)

Refer to construction drawings & JKR 20800-0183-14 Section C Cl. 2.2.13 & Cl. 2.2.14

Visual inspection

3 specimens for each batch of delivery or every 40 piles whichever is larger.

Contractor/ Project Manager 

S tr uc tu ra l c ap ac it y o f p il es

R ef er to co ns tr uc ti on dr aw in gs

Concrete and Production stage in reinforcement testing factory/ Each batch of equipment delivery

Pile materials testing records & certificate of comformance

Pile bending strength Material on site/ If test equipment necessary

Pile bending test report

Handling and storage of piles

JKR 20800-0183-14 Section C Cl. 2.2.15 Visual inspection

Material on site/ If necessary

N umb er of pr el im ina ry pil e

R ef er to co ns tr uc ti on dr awi ng s

Pile deviation

< 75mm

P ri or r o in st all at io n o f preliminary pile Every pile

Verticality of pile

< 1:75

Pile extension Termination of pile

Nota : ITP ini

C on tr ac t d oc ume nt Survey equipments

Survey equipments/ plumb bob JKR 20800-0183-14 Section C Cl. 2.2.16 Visual inspection Set criteria (end bearing pile)/ Visual inspection penetration depth as specified in the drawings (friction pile)

Contractor/ Project Manager 

EVIDENCE

Piling equipments (Type/ hammer weight/ pressure requirement)

Installation of piles

Refer to construction drawings & Method statement

TOOLS / EQUIPMENT V is ua l i ns pe ct io n

1

4

 Approval of piling equipments

S TAN DAR D / R EQ UI RE MEN T

REMARKS

Equipment specification & calibration records Set calculation

Record and defects marking

Construction progress report Contractor/ Project  As built drawing & Manager  piling records As built drawing/ Survey record/ pins/ pegs/ markers  As built drawing

Every extension of pile

Welding records

Every pile

Pile driving record

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 20

INSPECTION AND TESTING PLAN - VERSION 2 SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

PILING WORKS (DRIVEN/ JACKED - IN PILE) HELAIAN 2 DARI 2

KERJA GEOTEKNIK

TRADE : PILING WORKS - PRE CAST (DRIVEN/ JACKED - IN PILE) I TEM 5

D ESC RI PTI ON O F W ORK S Pile testing (Static load test)

P OI NT OF IN SP EC TI ON / TE ST Test method

Number of test

S uit ab il it y o f a pp ar at us

Testing procedures

 Allowable capacity of pile (Acceptance of piles)

Nota : ITP ini

STAGE / FREQUENCY Refer to construction drawings, P ri or to Method Statement commencement of testing Refer to construction drawings Contract document & Prior to Method Statement commencement of testing J KR/ SPJ /2 010 -S 10: Sec ti on 10 .9 .4 D oc ume nt re vi ew P ri or to or  commencement of JKR 20800-0183-14 Section C Cl. testing 2.9.4 JKR/SPJ/2010-S10: Section 10.9.5 Document review Every pile test or  JKR 20800-0183-14 Section C Cl. 2.9.5 Residual settlement after removal of Load Settlement Every pile test test load < (D/120+4)mm or 6.5mm, Graph whichever the lowest Total settlement under design load < 12.5mm Total settlement under 2xWL < 38mm Or 10% x pile diameter; whichever is the lower value. S TAN DAR D / R EQ UI RE MEN T

TOOLS / EQUIPMENT D oc ume nt re vi ew

RESPONSIBILITY

EVIDENCE

REMARKS

Contractor/ Project Method statement Manager  Load test report

Calibration certificate

Method statement

Load test report

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 21

INSPECTION AND TESTING PLAN - VERSION 2 SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

PILING WORKS (CAST IN - SITU BORED PILE/MICROPILE) HELAIAN 1 DARI 2

KERJA GEOTEKNIK

TRADE : PILING WORKS - CAST INSITU (BORED PILE/ MICROPILE) ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

1

Concrete and reinforcement

Approval of materials

Refer to ITP for concrete works

2

S up po rt f lu id ( Ben to nit e)

C on sis te nc y a nd ba tc hi ng p ro ce ss

3

Boring/ drilling operation

Dimension of drilled hole.

J KR 2 080 0- 01 83 -1 4 S ec tio n C C l. 2.5.2.4 & MS 28 Tolerance of +5% to 0%

Depth of boreholes

TOOLS / EQUIPMENT Refer to ITP for concrete works

STAGE / FREQUENCY Refer to ITP for concrete works

Visual inspection & consistency test

W hen requir ed

RESPONSIBILITY Refer to ITP for concrete works

EVIDENCE

REMARKS

Refer to ITP for concrete works

Contractor / Project Manager 

Manufacturer's certificate & mix propotion Contractor/ Project Boring/ drilling record Manager 

Measurement tools

Every pile

Refer to construction drawings

Measurement tools

Every pile

Contractor/ Project Manager 

Depth of rock socket (if required). (Sokected Length)

Refer to construction drawings

Measurement tools

Every pile

Contractor/ Project Manager 

Level of support fluid

> 1m above the external ground water level.

Measurement tools

Every pile

Contractor/ Project Manager 

C on tin uit y o f c on st ruc ti on

T im e in te rv al b et we en c omp let io n of Time measurement boring and placing of concrete shall tools be < 6 hours.

Every pile

Contractor/ Project Manager 

Enlarged pile bases (if any)

Concentric within 10% of shaft diameter.

Measurement tools

Every pile

Contractor/ Project Manager 

P os it ion o f r ei nf or ce me nt

I f t em po ra ry c as in gs a re e mp lo ye d, Measurement tools longitundinal reinforcement shall be > 1.0m below the bottom of the casing.

Every pile

Contractor/ Project Manager 

Workability

JKR/SPJ/2010-S10: Table 10.2 or   Slump test equipment Refer to ITP for JKR 20800-0183-14 Section C Cl. concrete works 2.5.5.2

Volume of Concrete

Refer to construction drawings

Bleeding test on grout

Max. bleed < 5% (BS EN 4804:2005)

Sloping surface of frustum > 55



Minimum height of base = 150mm

4

Nota : ITP ini

Concreting operations

Measurement tools Bleeding test equipment

Every pile Every batch of grout

Contractor/ Project Manager 

Refer to ITP for concrete works

Contractor/ Project bored pile log Manager  Contractor/ Project Grouting record Manager 

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 22

INSPECTION AND TESTING PLAN - VERSION 2 SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

PILING WORKS (CAST IN - SITU BORED PILE/MICROPILE) HELAIAN 2 DARI 2

KERJA GEOTEKNIK

TRADE : PILING WORKS - CAST INSITU (BORED PILE/ MICROPILE) ITEM 5

DESCRIPTION OF WORKS Pile testing (Static load test)

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

Test method

Refer to construction drawings

Number of test

Refer to construction drawings

Suitability of appar atus

Testing procedures

 Allowable bearing capacity of pile

TOOLS / EQUIPMENT Document review

STAGE / FREQUENCY Prior to commencement of testing

Contract document & Prior to Method Statement commencement of testing JKR/SPJ/2010-S10: Section 10.9.4 D oc um en t r ev iew P rio r t o or  commencement of JKR 20800-0183-14 Section C Cl. testing 2.9.4 JKR/SPJ/2010-S10: Section 10.9.5 Document r eview Every pile test or  JKR 20800-0183-14 Section C Cl. 2.9.5 Residual settlement after removal of Load Settlement Every pile test test load < (D/120+4)mm or 6.5mm, Graph whichever the lowest Total settlement under design load < 12.5mm

RESPONSIBILITY

EVIDENCE

Contractor/ Project Manager 

Method statement

Contractor/ Project Manager 

Load test report

Contractor/ Project Manager 

Calibration certificate

REMARKS

Contractor / Project Method statement Manager 

Contractor / Project Manager 

Load test report

Total settlement under 2xWL < 38mm Or 10% x pile diameter; whichever is the lower value.

Nota : ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 23

24

INSPECTION AND TESTING PLAN - VERSION 2

FLEXIBLE PAVEMENT WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK JKR

HELAIAN 1 DARI 6

TRADE : FLEXIBLE PAVEMENT ITEM

1.

2

DESCRIPTION OF WORKS

A ppr ov al of Su b B as e M at er ial

Sub Base Construction

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

M at er ial Su ita bi li ty : Gradation Limits

JKR/SPJ/2008-S4 - Cl 4.2.2.2 Table 4.2.2

BS1377 : Part 2 : 1990

 1. Initial stage 2. One test per 750 cu metre stockpile or laid Initial Stage

Laboratory Compaction : Soaked CBR Test

JKR/SPJ/2008-S4 - Cl 4.2.2.2.i

Mechanical Properties : Plasticity Index, Pi

JKR/SPJ/2008-S4 - Cl 4.2.2.2.ii Not more 12

BS1377 : Part 4 : 1990 (4.5 kg rammer method) BS1377 : Part 2 : 1990

10% Fines Value

Not less than 30 kN

1. Initial Stage 2. One test per 750 cu metre stock pile or MS 30 : Part 9 : 1995 laid

Passing of No. 4 (4.75 mm) sieve

Not less than 45%

ASTM D2419

Thickness

JKR/SPJ/2008-S4 - Cl 4.2.2.3 & Table 4.5.1

D ip pi ng m et ho d

In Situ Compaction Test

JKR/SPJ/2008-S4 - Cl 4.2.2.3 Not less than 95% max dry density

BS1377 : Compaction One test per 500 sq Test metre of each layer laid

Surface Finishes - Shape, Super elevation, Level, Grade

JKR/SPJ/2008-S4 - Cl 4.2.2.3 within tolerance as Table 4.5.1

Relevant construction drawings

O ve r a ny 1 00 m et re length

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

RESPONSIBILITY

Project Manager / Construction Manager / QAQC

EVIDENCE

REMARKS

Form/ Certificate /Catalogue

Contractor/ Inspection Supervision Engineer  Form/ Record/ Certificate

25

INSPECTION AND TESTING PLAN - VERSION 2

FLEXIBLE PAVEMENT WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK JKR

HELAIAN 2 DARI 6

TRADE : FLEXIBLE PAVEMENT ITEM

3

4

5

DESCRIPTION OF WORKS

A pp ro va l o f R oa db as e M at er ia l

Roadbase Construction

A pp ro va l o f P ri me C oa t M at er ia l

Prime Coat Construction

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

P hys ic al & M ec ha ni ca l P ro pe rt ie s: -

J KR /S PJ /2 00 8- S4 - C l 4 .2 .3 .2

Plasticity Index

Not more than 6

 Agreggate Crushing Value

Not more than 25%

BS 1377 : Part 2 : 1990 MS 30 : Part 8 : 1995

Flakiness Index

Not more than 25%

MS 30 : Part 5 : 1995

Loss of weight in magnesium sulphate soundness tests

Not more than 18%

AASHTO Test Method T 104

Soaked CBR Test

Not less than 80% when compacted to 95% max dry density

Passing of the No. 4 (4.75mm) sieve

Not less than 45%

BS 1377 : Part 4 : 1990 (4.5 kg rammer method) ASTM D 2419

Sieve Analysis

Table 4.2.3

Thickness

JKR/SPJ/2008-S4 - Cl 4.2.3.3 within Dipping tolerance as Table 4.5.1

In-Situ Compaction Test

JKR/SPJ/2008-S4 - Cl 4.2.2.3 Not less than 95% max dry density

BS1377 : Compaction One test per 500 sq Test metre of each layer laid

Surface Finishes - Shape, Super elevation, Level, Grade

JKR/SPJ/2008-S4 - Cl 4.2.3.3 within tolerance as Table 4.5.1

Relevant Construction drawings

M at er ia l S ui ta bi li ty : Cutback Emulsion

JKR/SPJ/2008-S4 - Cl 4.3.1.2 Table 4.3.1 Table 4.3.2

MS 159 MS 161

Spray Test : Tray Test Spraying Temperature

JKR/SPJ/2008-S4 - Cl 4.3.1.4c Between 0.5 to 1.0 litres per sq metre Between 25°C–45°C J KR /S PJ /2 00 8- S4 - C l 4 .3 .1 .4 d Left undisturbed for at least 24 hours

C uri ng & O pe ni ng to Tr af fi c

1. Initial stage 2. One (1) test per 750 cu.m supplied

RESPONSIBILITY

EVIDENCE

Project Manager / Construction Manager / QAQC

nspect on Form/ Certificate /Catalogue

REMARKS

BS 1377 : Part 2 : 1990 Average thickness Contractor/ Inspection over any 100 metre Supervision Engineer  Form/ Record/ length not less than Certificate the required thickness

1. Initial Stage 2. Each delivery

One test per16,000 sq.m covered Daily Operation covered

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

Project Manager / Construction Manager / QAQC

Contractor/ QAQC/ Supervision Engineer 

nspec on Form/ Certificate /Catalogue /Method of Inspection Form/ Record

26

INSPECTION AND TESTING PLAN - VERSION 2

FLEXIBLE PAVEMENT WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK JKR

HELAIAN 3 DARI 6

TRADE : FLEXIBLE PAVEMENT ITEM

6

7

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

Tack Coat Material

Material Suitability Emulsion

JKR/SPJ/2008-S4 - Cl 4.3.1.2 Table 4.3.2

Tack Coat Construction

Spray Test : Tray Test Spraying Temperature

JKR/SPJ/2008-S4 - Cl 4.3.1.4c Between 0.25 to 0.55 litres per sq metre Between 25°C–45°C

Approval of Binder Course Material (Asphaltic Concrete)

 Aggregates Grading

JKR/SPJ/2008-S4 - Cl 4.3.3.2 Table 4.3.3

Coarse Aggregate Properties:Los Angeles Abrasion Value Magnesium sulphate soundness test Flakiness Index Water Absorption

JKR/SPJ/2008-S4 - Cl 4.3.3.2a Not more than 25% Not more than 18%

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

MS161

InitialStage

RESPONSIBILITY

EVIDENCE

REMARKS

Inspection Contractor/ QAQC/ Supervision Engineer  Form/ Record

One test per16,000 sq.m covered Daily Operation covered

BS1377 : Washing and Sieving Method

i. Initial stage or any change of aggregates source ii. One (1) test per 1,000 cu.m or at least one (1) test for each plant operation session.

Not more than 25% Not more than 2%

 ASTM C 131: 1996  AASHTO Test Method T 104 MS 30 : Part 5 : 1995 MS 30

i. Initial stage ii. One (1) test per 200 tons produced or each plant operation

Fine Aggregates:Passing of the No. 4 (4.75mm) sieve

JKR/SPJ/2008-S4 - Cl 4.3.3.2 Not less than 45%

ASTM D 2419

Fine aggregate angularity Methylene Blue value

Not less than 45% Not more than 10mg/g

ASTM C 1252 Ohio Department of Transportation Standard Test Method

magnesium sulphate soundness test

N ot more than 18%

Water Absorption

Not more than 2%

A ASH TO T est Method T 104 MS 30

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

Project Manager / Construction Manager / QAQC

Inspection Form/ Certificate /Catalogue /Method of Statement

27

INSPECTION AND TESTING PLAN - VERSION 2

FLEXIBLE PAVEMENT WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK JKR

HELAIAN 4 DARI 6

TRADE : FLEXIBLE PAVEMENT ITEM

8

DESCRIPTION OF WORKS

Approval of Mix Design

POINT OF INSPECTION / TEST

Approval of Construction Method

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

Job Mix Formula Marshall Properties : Bulk Specific Gravity, SG Stability, S Flow, F Stiffness, S/F  Air Voids in Mix, VIM Voids in aggregate filled with bitumen, VFB

JKR/SPJ/2008-S4 - Cl 4.3.3.3a Table 4.3.5 Not less than 8000N 2.0 – 4.0mm Not less than 2000N/mm 3.0 – 7.0% 65 – 75%

ASTM D 2726 ASTM D 1559  ASTM D 1559

Bitumen Contents Bitumen Extraction

JKR/SPJ/2008-S4 - Cl 4.3.3.3 Table 4.3.4

ASTM D 2172

Plant Trial

JKR/SPJ/2008-S4 - Cl 4.3.3.b Minimum of 20 tonnes JKR/SPJ/2008-S4 - Cl 4.3.3.c Table 4.3.6

Compliance

9

STANDARD/REQUIREMENT

i. Initial stage ii. One (1) test per 200 tonsproducedor at least one (1) test for eachplant operation session.

RESPONSIBILITY

EVIDENCE

Project Manager / Construction Manager / QAQC

nspect on Form/ Certificate

Project Manager / Construction Manager / QAQC

nspec on Form/ Certificate /Catalogue

REMARKS

i. Initial stage ii.One (1) test per 200 tonsproducedor eachplant operation Initial Stage Initial stage

Longitudinal Joints

JKR/SPJ/2008-S4 - Cl 4.3.3.5h Overlap by at least 100mm

Observation

Every completed section or daily operation.

Traverse Joints

Overlap by at least 500mm

Compaction In Situ Density Test

JKR/SPJ/2008-S4 - Cl 4.3.3.5i 95 – 100% Marshall density

 ASTM Test Method D One (1) sample per 1188 or ASTM Test 500 sq.m of mix laid, Method D 2726 but not less than two (2) samples for the work completed in each paving session

Thickness

JKR/SPJ/2008-S4 - Cl 4.3.3.5j i. Average thickness over any 100 metrelength ≥ required thickness ii. Minimum thickness at any point ≥ required thickness minus 5mm

Measurement

Surface Finishes - Shape, Super elevation, Level, Grade

JKR/SPJ/2008-S4 - Cl 4.2.3.5j

Relevant Construction drawings

Opening to traffic

JKR/SPJ/2008-S4 - Cl 4.2.3.5k

Observation

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

28

INSPECTION AND TESTING PLAN - VERSION 2

FLEXIBLE PAVEMENT WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK JKR

HELAIAN 5 DARI 6

TRADE : FLEXIBLE PAVEMENT ITEM

10

11

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

Approval of Wearing Course Material  Aggregates Grading (Asphaltic Concrete)

Approval of Mix Design

STANDARD/REQUIREMENT

JKR/SPJ/2008-S4 - Cl 4.3.3.2 Table 4.3.3

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

BS1377 : Washing and Sieving Method

i. Initial stage or any change of aggregates source ii. One (1) test per 1,000 cu.m or at least one (1) test for each plant operation session. i. Initial stage ii. One (1) test per 200 tons produced or each plant operation

Coarse Aggregate Properties Los Angeles Abrasion Value Magnesium sulphate soundness test Flakiness Index Water Absorption

JKR/SPJ/2008-S4 - Cl 4.3.3.2a Not more than 25% Not more than 18% Not more than 25% Not more than 2%

 ASTM C 131: 1996  AASHTO Test Method T 104 MS 30 : Part 5 : 1995 MS 30

Fine Aggregates Passing of the No. 4 (4.75mm) sieve

JKR/SPJ/2008-S4 - Cl 4.3.3.2 Not less than 45%

ASTM D 2419

Fine aggregate angularity Methylene Blue value

Not less than 45% Not more than 10mg/g

ASTM C 1252 Ohio Department of Transportation Standard Test Method

magnesium sulphate soundness test

N ot more than 18%

Water Absorption

Not more than 2%

A ASH TO T est Method T 104 MS 30

Job Mix Formula Marshall Properties : Bulk Specific Gravity, SG Stability, S Flow, F Stiffness, S/F  Air Voids in Mix, VIM Voids in aggregate filled with bitumen, VFB

JKR/SPJ/2008-S4 - Cl 4.3.3.3 Table 4.3.5 Not less than 8000N 2.0 – 4.0mm Not less than 2000N/mm 3.0 – 5.0% 70 – 80%

ASTM D 2726 ASTM D 1559  ASTM D 1559

Bitumen Contents Bitumen Extraction

JKR/SPJ/2008-S4 - Cl 4.3.3.3 Table 4.3.4

ASTM D 2172

i. Initial stage ii. One (1) test per 200 tonsproducedor at least one (1) test for eachplant operation session.

RESPONSIBILITY

EVIDENCE

Project Manager / Construction Manager / QAQC

Inspection Form/ Certificate /Catalogue /Method of Statement

Project Manager / Construction Mana er / QAQC

Inspection Form/ Certificate

REMARKS

i. Initial stage ii.One (1) test per 200 tonsproducedor eachplant operation

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

29

INSPECTION AND TESTING PLAN - VERSION 2

FLEXIBLE PAVEMENT WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK JKR

HELAIAN 6 DARI 6

TRADE : FLEXIBLE PAVEMENT ITEM

12

13

DESCRIPTION OF WORKS

Approval of Construction Method

D et er mi na ti on o f Su rf ac e Re gu la ri ty

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS /

STAGE/

EQUIPMENT

FREQUENCY

Longitudinal Joints

JKR/SPJ/2008-S4 - Cl 4.3.3.5h Overlap by at least 100mm

Observation

Traverse Joints

Overlap by at least 500mm

Compaction In Situ Density Test

JKR/SPJ/2008-S4 - Cl 4.3.3.5i 95 – 100% Marshall density

Thickness

JKR/SPJ/2008-S4 - Cl 4.3.3.5j i. Average thickness over any 100 metrelength ≥ required thickness ii. Minimum thickness at any point ≥ required thickness minus 5mm

Measurement

Surface Finishes - Shape, Super elevation, Level, Grade

JKR/SPJ/2008-S4 - Cl 4.3.3.5j

Relevant Construction drawings

Opening to traffic

JKR/SPJ/2008-S4 - Cl 4.3.3.5k

Observation

I nt er na ti on al R ou gh ne ss I nd ex ( IR I)

J KR /S PJ /2 00 8- S4 - C l 4. 5. 3. 2

A RR B Wa lk in g Profiler as outlined in  AUSTROAD PAT 01:2001

RESPONSIBILITY

EVIDENCE

REMARKS

Every completed section or daily operation.

 ASTM Test Method D One (1) sample per 1188 or ASTM Test 500 sq.m of mix laid, Method D 2726 but not less than two (2) samples for the work completed in each paving session

Project Manager / Construction Manager / QAQC

Before open to traffic

Contractor/ QAQC/ Supervision Engineer 

Inspection Form/ Certificate /Catalogue /Method of Statement

Inspection Form/ Record

Less than 2m/km for each 100m

Nota:  ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

30

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 1 - POROUS ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 4

TRADE : SPECIALTY MIX 1 - POROUS ASPHALT I TEM

1

D ES CR IPT IO N O F WO RK S

P OI NT O F I NS PEC TI ON / T EST

Material

S TAND AR D / R EQ UIR EM EN T

STAGE / FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

JKR/SPJ/2008-S4 - Cl. 4.6.2

a. Course Aggregate Course Aggregate Properties : i. Abrasion Loss Los Angeles

ii. Water Absorption

Not more than 2% MS 30

iii. Flakiness Index

Not more than 25% MS 30

iv. Polished Stone Value

Not less than 40 MS 30

v. 5 cycles Magnesium Sulphate Soundness test, wt. loss

Not more than 18%  AASHTO T 104

Fine Aggregate Properties : i. Aggregate fraction passing the No.4 Sieve

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Not more than 25%  ASTMC 131

b. Fine Aggregate

Nota :

TOOLS / EQUIPMENT

Not less than 45%  ASTM D 2419

ii. Aggregate Angularity

Not less than 45%  ASTM C 1252

iii . Met hyle ne B lue V al ue

N ot mor e t han 10 mg/ g

iv. 5 cycles Magnesium Sulphate Soundness test, wt. loss

Not more than 20%  AASHTO T 104

v. Water Absorption

Not more than 2% MS 30

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 31

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 1 - POROUS ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 4

TRADE : SPECIALTY MIX 1 - POROUS ASPHALT I TEM

1 (cont)

D ES CR IPT IO N O F WO RK S

c. Mineral Filler

P OI NT O F I NS PEC TI ON / T EST

Measurement

S TAND AR D / R EQ UIR EM EN T

i. Passing 75um sieve : Not less than 70% by weight

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

200 litres/test

Project Manager

Inspection Form

REMARKS

ii. Amount : Not less than 2% by weight of combined aggregates. If hydrated lime is used, it shall not exceed 2% by weight of combined aggregates d. Bituminous Binder (PG76)

JKR/SPJ/2008-S4, Cl. 4.6.2.4 Refer to Table 4.6.1 i. Prior to Rolling Thin Film Oven Test

i. Viscosity, max. 3 Pa.s, test temperature C. : 135  ASTM 4402 ii. Dynamic shear, G/sin d min. 1.00 kPa, 10 rad/s, test temperature C : 76  AASHTO T 315 iii. Penetration, 100 g, 5 s, 25 C, 0.1 mm.  ASTM D 5 iv. Ring and Ball softening point, min. C : 60  ASTM D 36 o

v. Flash Point, min C : 230  AASHTO T 48 vi. Moisture sensitivity test, greater than (%) : 80  AASHTO T 283 ii. After Rolling Thin Film Oven Test i. Mass loss, max % : 1.00  AASHTO T 240 ii. Dynamic shear, G/sin d min. 2.20 kPa, 10 rad/s, test temperature C : 76  AASHTO T 315 e. T ack Co at Gr ade R S- 3K

Nota :

Sp ra yi ng R at e

Spray at a rate of 0.5 to 1.0 litre/m MS161

2

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 32

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 1 - POROUS ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 4

TRADE : SPECIALTY MIX 1 - POROUS ASPHALT I TEM

2

3

D ES CR IPT IO N O F WO RK S

Mix Design

P OI NT O F I NS PEC TI ON / T EST

Marshall Test :

JKR/SPJ/2008-S4 - Cl. 4.6.4

i. Air Void

Design and in-place air voids shall be between 18 - 25%.  ASTM D 1559

ii. B ind er Dr ai n- Down

N ot mor e t han 0. 3% b y w eig ht of th e total mix  ASTM D 2041

iii. Cantabro

Average loss in mass shall not be more than 15%

iv. Binder Content

In the range of 4.0-6.0%

v. Grading (sieve analysis)

Design aggregate gradation that comply with Table 4.6.4

Trial Lay - Quantity - Record

Nota :

S TAND AR D / R EQ UIR EM EN T

-Laying and compaction

20 tonnes Record as listed in JKR/SPJ/2008S4 - Cl 4.6.4.6 Refer Construction Works

Marshall Test :

JKR/SPJ/2008-S4 - Cl. 4.6.4.6

i. Air Void

Design and in-place air voids shall be between 18 - 25%

ii. B ind er Dr ai n- Down

N ot mor e t han 0. 3% b y w eig ht of th e total mix.

iii. Cantabro

Average loss in mass shall not be more than 15%

iv. Binder Content

In the range of 4.0-6.0%

v. Grading (sieve analysis)

Design aggregate gradation that comply with Table 4.6.4

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Initial stage

Project Manager

Inspection Form and Record

Visual, testing and measurement

Once per project

Project Manager

Inspection Form/Record

REMARKS

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 33

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 1 - POROUS ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 4

TRADE : SPECIALTY MIX 1 - POROUS ASPHALT I TEM

4

D ES CR IPT IO N O F WO RK S

P OI NT O F I NS PEC TI ON / T EST

Construction Works a. Tack Coat

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

Refer to Table 4.6.2 and Table 4.6.3 Visual, testing and MS 161 measurement

1 test per 200 liter

S TAND AR D / R EQ UIR EM EN T

RESPONSIBILITY

EVIDENCE

REMARKS

JKR/SPJ/2008 - S4 - Cl. 4.6.6 Tray/Sponge

Project Manager

Inspection Form/Record

Project Manager

Inspection Form/Record

1 coring per 500m  or min 2

Project Manager

Inspection Form/Record

E ach 1 00 m s ect io n

P ro jec t Manag er

Ins pect ion Form/Record

Prior to opening

Project Manager

Inspection Form/Record

0.5–1.0 liter/sq.m

b. Laying

Min. thickness

JKR/SPJ/2008-S4 - Cl. 4.6.6.2 50mm

Visual, testing and measurement

c. Compaction

i. Rollers used

JKR/SPJ/2008 - S4 - Cl. 4.6.6.3

Visual, testing and measurement

2

Static steel tandem rollers only o

ii. Rolling temperature

Not less than 110 C

iii. Rolling pattern

In accordance to trial lay record

iv . Co mpa ct ion densi ty

N ot le ss than 97% of the la bor at or y mix design density

v. Thickness

Average over any 100m length not less than specified thickness and minimum thic kness at any point shall be not less than the specified thickness minus 5mm. The lane IRI measured for the whole Visual, testing and road length and each 100 m section measurement shall be less than 2.0m/km.

5

Surface regularity

International Roughness Index (IRI)

6

Opening to traffic

Time

JKR/SPJ/2008-S4 - Cl. 4.6.6.8

Visual, testing and measurement

Not less than 4 hours.

Nota :

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 34

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 2 - STONE MASTIC ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 4

TRADE : SPECIALTY MIX 2 - STONE MASTIC ASPHALT ITEM

1

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

Materials a.Coarse Aggregate

JKR/SPJ/2008-S4 - Cl 4.7.2.1 i. Loss by abrasion

Not more than 25%  ASTM C 131

ii. Flakiness Index

Not more than 25% MS 30

iii. Polished Stone Value

Not less than 40 MS 30

iv. Magnesium Sulfate Soundness Test (5 cycles)

Not more than 18%  AASHTO T 104

v. Water Absorption

Not more than 2% MS 30

b.Fine Aggregate

Nota :

STANDARD / REQUIREMENT

JKR/SPJ/2008-S4 - Cl 4.7.2.2 i. Magnesium Sulfate Soundness Test (5 cycles)

Not more than 20%  AASHTO T 104

ii. Water Absorption

Not more than 2% MS 30

iii. Aggregate Fraction

Not less than 45%  ASTM D 2419

iv. Aggregate Angularity

Not less than 45%  ASTM C 1252

v) Methylene Blue Value

Not more than 10 mg/g Ohio Department of Transportation Standard Test Method

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 35

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 2 - STONE MASTIC ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 4

TRADE : SPECIALTY MIX 2 - STONE MASTIC ASPHALT ITEM

1 (cont)

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

c.Mineral Filler

STANDARD / REQUIREMENT

JKR/SPJ/2008-S4 - Cl 4.7.2.3

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/ source

Project Manager

Inspection Form/Certificate

Grade RS-1K MS161

Visual, testing and measurement

Once per project/ source

Project Manager

Certificate

Gradation of Combined

JKR/SPJ/2008-S4 - Cl 4.7.3

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

 Aggregate

Refer to Table 4.7.4

i. Passing 75um sieve

Not less than 70% by weight

ii. Amount

Not less than 8% by weight of combined aggregates. If cement is used, it shall not exceed 2% by weight of combined aggregates.

d.Bitumen Binder (PG76)

JKR/SPJ/2008-S4 - Cl 4.7.2.4 i. Properties

Refer to Table 4.7.1

ii. Fuel Resistance Test Immersion in Octane 97 for 24 hours

JKR/SPJ/2008-S4 - Cl 4.7.2.4 (d)

REMARKS

Loss of weight after immersion not more than 4% e.Stabilising agent

JKR/SPJ/2008-S4 - Cl 4.7.2.5 i. Dosage

0.3% by weight of total mix  (± 10%)

ii. Properties

Refer to Table 4.7.2 or Table 4.7.3

f. Tack Coat

2

Nota :

Gradation

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 36

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 2 - STONE MASTIC ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 4

TRADE : SPECIALTY MIX 2 - STONE MASTIC ASPHALT ITEM

3

DESCRIPTION OF WORKS

Mix Design

POINT OF INSPECTION / TEST

i. Marshall Properties

STANDARD / REQUIREMENT

JKR/SPJ/2008-S4 - Cl 4.7.4 Refer to Table 4.7.5

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Initial stage

Project Manager

Inspection Form and Record

REMARKS

 ASTM D 2726  ASTM D 1559 i. VIM : 3% - 5% ii. VMA : Min 17% iii. Stability : Min 6200 N iv. Flow : 2– 4 mm v. Draindown test : Max 0.30% ii. Trial Lay - Quantity - Record

4

C on st ru ct io n W or ks a. Surface Preparation

-Laying and compaction

20 tonnes Record as listed in JKR/SPJ/2008-S4 - Cl 4.7.4.4 Refer  Construction Works

iii. Compliance

Refer to Table 4.7.6

Visual, testing and measurement

Initial stage

Project Manager

Report

Visual

JKR/SPJ/2008-S4 - Cl 4.7.6.1

Visual, testing and measurement

Prior to spraying of the tack coat

Project Manager

Inspection Form/ Record

1 spraying test per 200 liters of asphalt emulsion

Project Manager

Inspection Form/ Record

Project Manager

Inspection Form/ Record

Surface clean from loosematerials

b. Spray Tack Coat

Spray application

JKR/SPJ/2008-S4 - Cl 4.7.6.1 MS 161 0.25 – 0.55 liter/sq.m+ 10% @ 25°C Visual, testing and  – 45°C during spray measurement

c. Laying and Compaction

Nota :

Visual, testing and measurement i. Temperature

120°C -150°C during laying & not less than 116°C during rolling

Every load

ii).Grading

JKR/SPJ/2008-S4 - Cl 4.7.3 Refer to Table 4.7.4

1 test per 1000 cu.m or at least 1 test for each plant operation session

iii. Binder contents

± 0.3% at OBC of JMF

1 test per 200 tons or at least 1 test/day

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 37

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 2 - STONE MASTIC ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 4

TRADE : SPECIALTY MIX 2 - STONE MASTIC ASPHALT ITEM

DESCRIPTION OF WORKS

4 (cont)

POINT OF INSPECTION / TEST

iv. Marshall properties

STANDARD / REQUIREMENT

JKR/SPJ/2008-S4 - Cl 4.7.4

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

Visual, testing and measurement

1 test per 200 tons or at least 1 test/day

Visual, testing and measurement

1 coring per 500m

RESPONSIBILITY

EVIDENCE

Project Manager

Inspection Form/ Record

Project Manager

Inspection Form/ Record

REMARKS

Refer to Table 4.7.5  ASTM1559 BS594 i. VIM : 3% - 5% ii. VMA : Min 17% iii. Stability : Min 6200 N iv. Flow : 2– 4 mm v. Draindown test : Max 0.30% v. Compaction

JKR/SPJ/2008-S4 - Cl 4.7.6.5 Minimum 94% Maximum Theoretical density

vi. Layer Thickness

5

6

Surface regularity

Opening to Traffic

2

per lane or min 2 cores, whichever is greater

JKR/SPJ/2008-S4 - Cl 4.7.6.6

Project Manager

Inspection Form/ Record

 Average over any 100m length not Visual, testing and less than specified thickness and measurement minimum thickness at any point shall be not less than the specified thickness minus 5mm.

1 coring per 500m2 per lane or min 2 cores, whichever is greater 

International Roughness Index

JKR/SPJ/2008-S4 - Cl 4.7.6.6

Visual, testing and measurement

E ac h 1 00 m s ec ti on

P ro je ct Ma na ge r

I ns pe ct io n Form/Record

(IRI)

The lane IRI measured for the whole road length and each 100 meter section shall be less than 2.0m/km

Temperature

JKR/SPJ/2008-S4 - Cl 4.7.6.7

Visual, testing and measurement

Pr ior t o openi ng

P roje ct Man ager

In spec tion F or m

Frequency of coring need to be incorporated in JKR/SPJ/2008-S4 Cl. 4.7.4

Traffic should not be placed on newly compacted surface until the material has cooled to 60°C or lower.

Nota :

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 38

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 3 - GAP GRADED ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 3

TRADE : SPECIALTY MIX 3 - GAP GRADED ASPHALT ITEM

1

DESCRIPTIO N OF WORKS

POINT OF INSPECTION / TEST

Materials a. Coarse Aggregate

STANDARD / REQ UIREMENT

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

JKR/SPJ/2008-S4 - Cl 4.8.2

i. Loss by abrasion

Not more than 25%  ASTM C 131

ii. Flakiness Index

Not more than 25% MS 30

iii. Polished Stone Value

Not less than 40 MS 30

iv. Magnesium Sulfate Soundness Test (5 cycles)

Not more than 18% AASHT O T 104

v. Water Absorption

Not more than 2% MS 30

b. Fine Aggregate i. Magnesium Sulfate Soundness Test (5 cycles)

Not more than 20% AASHT O T 104

ii. Water Absorption

Not more than 2% MS 30

iii. Aggregate Fraction Passing 4.75mm sieve

Not less than 45%

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

 ASTM D 2419

Nota :

iv. Aggregate Angularity

Not less than 45%  ASTM C 1252

v. Methylene Blue Value

Not more than 10 mg/g Ohio Department of Transportation Standard Test Method

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 39

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 3 - GAP GRADED ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 3

TRADE : SPECIALTY MIX 3 - GAP GRADED ASPHALT ITEM

1 (cont)

DESCRIPTIO N OF WORKS

c. Mineral Filler

POINT OF INSPECTION / TEST

Hydrated lime i. Passing 75um sieve

Not less than 70% by weight

ii. Amount

Approximately 2% by weight of combined aggregates.

d. Bituminous Binder (PG76)

e. Gradation

2

JKR/SPJ/2008-S4 - Cl 4.8.2.4

i. Properties

Refer to Table 4.8.1

ii. Fuel Resistance TestImmersion in Octane 97 for 24 hours

JKR/SPJ/2008-S4 - Cl 4.8.2.4 (d) Loss of weight after immersion not more than 4%

Gradation of Combined

JKR/SPJ/2008-S4 - Cl 4.8.3

 Aggregate

Refer to Table 4.8.2

Mix Design a. Job Mix Formula

STANDARD / REQ UIREMENT

JKR/SPJ/2008-S4 - Cl 4.8.4.1 i. Design Properties

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Refer toTable 4.8.3

REMARKS

Project Manager  Once per project/source

Inspection Form/Certificate

Initial stage

Inspection Form and Record

Initial stage

Report

 ASTM D 2726  ASTM D 1559 i. Marshall Stability : > 6200 N ii. MarshallFlow: 2 – 4 mm

iii. Stiffness : > 1550 N/mm iv. Voids in mix : 3 - 5 % v. Voids filled with bitumen : 76-82 % ii. Optimum Binder Content

iii.Trial Lay - Quantity - Record

Nota :

The aggregate gradation selected and the optimum binder content determined shall be proposed to the S.O

-Laying and compaction

20 tonnes Record as listed in JKR/SPJ/2008-S4 -Cl 4.8.4.3 Refer Construction Works

iv. Compliance

Refer to Table 4.8.4

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 40

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 3 - GAP GRADED ASPHALT 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 3

TRADE : SPECIALTY MIX 3 - GAP GRADED ASPHALT ITEM

3

DESCRIPTIO N OF WORKS

POINT OF INSPECTION / TEST

Construction Works

a. Laying and Compaction

STANDARD / REQ UIREMENT

JKR/SPJ/2008-S4 - Cl 4.8.6

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

Visual, testing and measurement

RESPONSIBILITY

EVIDENCE

REMARKS

Project Manager 

i. Temperature

Not less than 150°C during laying & not less than 120°C during rolling

Every load

Inspection Form/ Record

ii. Compaction

120°C -150°C during laying & not less than 116°C during rolling

1 coring/500m or min 2 cores per paving session

iii. Density

At least 98% of Marshall density

Inspection Form/ Record

iv. Thickness

Average over any 100m length not less than specified thickness and min thickness at any point shall be not less than the specified thickness minus 5mm

Inspection Form/ Record

2

Inspection Form/ Record

4

Surface regularity

International Roughness Index (IRI)

JKR/SPJ/2008-S4 - Cl 4.8.6.7 The lane IRI measured for the whole road length and each 100 meter section shall be less than 2.0m/km

Visual, testing and measurement

Each 100 m section

Project Manager

Inspection Form/ Record

5

Opening to Traffic

Temperature

JKR/SPJ/2008-S4 - Cl 4.8.6.8

Visual, testing and measurement

Pr ior to openi ng

P roje ct Man ager

In spec tion F or m

Traffic should not be placed on newly compacted surface until the material has cooled to 60°C or lower.

Nota :

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 41

INSPECTION TESTING PLAN - VERSION 2

SPECIALTY MIX 4 - HOT IN-PLACE RECYCLING 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 3

TRADE : SPECIALTY MIX 4 - HOT IN-PLACE RECYCLING IT EM

1

DE SC RI PT IO N O F W ORK S

Materials 1.1 Recycled Asphalt Mixture a.Coarse Aggregate for  Fresh Bituminous Mix

P OI NT O F I NSP ECT IO N / TE ST

S TAN DAR D / RE QU IR EM ENT

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

JKR/SPJ/2008-S4 - Cl 4.9.2.1 i. Loss by abrasion

Not more than 25%

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

 ASTM C 131

b.Fine Aggregate for Fresh Bituminous Mix

Nota :

i i. Ag gr eg at e C ru sh in g V al ue

N ot mo re th an 25 % BS 812

iii. Flakiness Index

Not more than 25% MS 30

iv. Polished Stone Value

Not less than 40 MS 30

v. Magnesium Sulfate Soundness Test

Not more than 18% AASHTO T 104

vi. Water Absorption

Not more than 2% MS 30

i. Magnesium Sulfate

Not more than 20%

Soundness Test

AASHTO T 104

ii. Water Absorption

Not more than 2% MS 30

iii. Aggregate Fraction

Not less than 45%  ASTM D 2419

iv. Aggregate Angularity

Not less than 45%  ASTM C 1252

v. Methylene Blue Value

Not more than 10 mg/g Ohio Department of Transportation Standard Test Method

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 42

INSPECTION TESTING PLAN - VERSION 2

SPECIALTY MIX 4 - HOT IN-PLACE RECYCLING 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 3

TRADE : SPECIALTY MIX 4 - HOT IN-PLACE RECYCLING IT EM

1 (cont)

DE SC RI PT IO N O F W ORK S

P OI NT O F I NSP ECT IO N / TE ST

c.Aggregate Properties for Existing Physical Pavement d.Binder

1.2 Marshall Properties for fresh Bituminous Mix

1.3 Rejuvenating Agent

S TAN DAR D / RE QU IR EM ENT

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Not deviate by more than 20% from values specified in Item a and b

Visual, testing and measurement

Once per project

Project Manager

Inspection Form/Certificate

i. Fresh bituminous binder

80 -100 and 50-70 penetration grade bitumen MS 124

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/Certificate

ii. Bitumen recovered from the recycled asphalt after laying.

50 - 70 penetration grade bitumen

Visual, testing and measurement

Once per project

Project Manager  

Marshall Properties

JKR/SPJ/2008-S4 - Cl 4.9.2.2

Visual, testing and measurement

Once per project

Project Manager

Inspection Form/Certificate

Grading

To comply with Table 4.9.1

Physical properties

JKR/SPJ/2008-S4 - Cl 4.9.2.3

Visual, testing and measurement

Once per project

Project Manager

Inspection Form/Certificate

REMARKS

The blended binder shall comply to Table 4.9.1

2

Mix Design

Propose mix design

Shall comply with JKR/SPJ/2008-S4 Visual, testing and Cl 4.9.3 measurement

Once per project

Project Manager

Inspection Form/Record

3

Job Mix Formula

i. Trial Lay

JKR/SPJ/2008-S4 - Cl 4.9.4

Once per project

Project Manager

Inspection Form/Record

Visual, testing and measurement

over a section of min 150m length ii. Gradation ii i. Mar shal l P roper tie s

Nota :

Shall comply withTable 4.9.1 S hall comply wi th T ab le 4. 9. 2

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 43

INSPECTION TESTING PLAN - VERSION 2

SPECIALTY MIX 4 - HOT IN-PLACE RECYCLING 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 3

TRADE : SPECIALTY MIX 4 - HOT IN-PLACE RECYCLING IT EM

4

DE SC RI PT IO N O F W ORK S

P OI NT O F I NSP ECT IO N / TE ST

S TAN DAR D / RE QU IR EM ENT

Construction Works

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

O nce pe r p ro jec t

P rojec t Mana ger

In spec ti on F or m

Visual, testing and measurement

One core per 250 m per lane length or a min of 3 cores

Project Manager

Inspection Form/Record

i) R emi xin g wi th addi tiona l t hic kness Visual, testing and IRI less than 2.0m/km measurement

E ac h 10 0 m se ct io n

P ro je ct M an ag er

I ns pe ct io n Fo rm/ Record

ii) Remixing only IRI less than 2.5m/km

Visual, testing and measurement

E ac h 10 0 m se ct io n

P ro je ct M an ag er

I ns pe ct io n Fo rm/ Record

JKR/SPJ/2008-S4 - Cl 4.9.10

Visual, testing and measurement

Prior to opening

Project Manager

Inspection Form

a.Heating

Temperature

JKR/SPJ/2008-S4 - Cl 4.9.6.3

b.Scarifying

Depth

JKR/SPJ/2008-S4 - Cl 4.9.6.3 Within 20mm of the alignment of the grade and slope of the finished pavement

c.Laying and Compaction

Density

JKR/SPJ/2008-S4 - Cl 4.9.7 Not less than 98%

d.Joints

Heating

JKR/SPJ/2008-S4 - Cl 4.9.8 Heating shall extend at least 100 mm into the adjacent previous mat.

Finished HIPR Surface

i. Thickness

JKR/SPJ/2008-S4 - Cl 4.9.9

REMARKS

120 ≤ °C≤ 180

5

i. Average thickness over 100m length shall be not less than the specified thickness ii. Minimum thickness at any point shall be not less than the specified thickness minus 5mm. ii . Ac cept an ce Cr it er ia

6

Opening to Traffic

Time

Not less than 4 hours after  commencement of rolling.

Nota :

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 44

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 5 - COLD IN - PLACE RECYCLING 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 3

TRADE : SPECIALTY MIX 5 - COLD IN - PLACE RECYCLING ITEM

1

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

Cold In-Place Recycling Testing of materials to be recycled

ii. Plasticity Index iii. Aggregate Crushing Value iv. Flakiness Index v. CBR

STAGE / FREQUENCY

RESPONSIBILITY

EVIDENCE

i. Refer to Table 4.10.2 JKR/SPJ/2008-S4 ii. Plasticity index < 6 for unbound material iii. ACV < 25% MS 30 iv. Flakiness Index < 25% MS 30 v.CBR > 80% when compacted to 95% of max. dry density -soaked 4 days under surcharge 4.5 kg BS 1377

Visual, testing and measurement

Early stage/Once per project

Lab Assistant/Project Manager/SOR

REMARKS

Certified test result/report

Stabilising agent material a) Cement

Cement use

Ordinary portland cement MS 522

Visual, testing and measurement

Early stage

b) B it umen E mul sio n

P ar amet er s

JK R/ SP J/ 200 8- S4 - C l. 4. 10 .2 .3 ,c Refer to Table 4.10.1

Visual, testing and measurement

Once per project

Lab Assistant/Project Manager/SOR

i. Viscosity, Saybolt Furol at 25° C (sec) ii. Settlement, 5 days (%) iii. Storage stability test, 24hr (%) iv. Sieve test (%) v. Cement mixing test (%) vi. Distillation for oil, by volume of bitumen emulsion (%): v ii . D is ti ll at io n f or re si du e ( %) viii. Penetration for residue (%): ix. Ductility of residue, 25° C, 5cm/min (cm) x. Solubility in trichloroethylene(%) xi. Particle charge test

i. Min 20 sec, Max 100 sec MS 161 ii. Min 0 %, Max 5 % iii. Min 0 %, Max 1 % iv. Min 0 %, Max 0.1 % v. Min 0 %, Max 2 % vi. Min 0 %, Max 5 %

Visual, testing and measurement

Once per project

Lab Assistant/ Project Certified test Manager/ SOR result/report

c) Foamed Bitumen

Nota :

TOOLS / EQUIPMENT

JKR/SPJ/2008-S4 - Cl 4.10.3.2 i. Sieve Analysis

2

STANDARD / REQUIREMENT

SOR

Inspection Form Certified test result/report

v ii . M in 60 % viii . Min 60 %, Max 200 % ix. Min 40 cm x. Min 97.5 % xi. Positive

Properties

JKR/SPJ/2008 - S4 Cl. 4.10.2.3 (d) MS 124

i. Expansion Ratio ii. Half Life

Min 8 times Min 8 seconds

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 45

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 5 - COLD IN - PLACE RECYCLING 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 3

TRADE : SPECIALTY MIX 5 - COLD IN - PLACE RECYCLING ITEM

3

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

Mix design a) Cement

STANDARD / REQUIREMENT

JKR/SPJ/2008-S4 - Cl. 4.10.3.3 (b) Refer to Table 4.10.3 i. Unconfined Compression Strength Test (UCS) i i. In di re ct Te ns il e T es t ( IT S) iii. Maximum cement content by weight

b) Bitumen Emulsion or Foamed Bitumen

STAGE / FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Once per project

Lab Assistant/Project Manager/SOR

Certified test result/report

Visual, testing and measurement

Once per project

Lab Assistant/Project Manager/SOR

Certified test result/report

REMARKS

i. Range (Minimum-Maximum Strength) 2 - 5 Mpa BS 1881 i i. Mi n 0 .2 Mp a iii. 5 %

JKR/SPJ/2008-S4 - Cl. 4.10.3.3 (c) Refer to Table 4.10.4/ Table 4.10.5 i. Unconfined Compressive Strength

TOOLS / EQUIPMENT

i. Min Strength 0.7 Mpa BS 1881 ii. Min Strength 0.2 MPa

ii. Indirect Tensile Test (ITS) (Unsoaked) iii. Indirect Tensile Test (ITS) on iii. Min Strength 0.15 Mpa cured briquettes, soaked for 24 hours iv. Sieve test (%) v. Maximum cement content by weight

Nota :

v. 2 %

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 46

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 5 - COLD IN - PLACE RECYCLING 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 3

TRADE : SPECIALTY MIX 5 - COLD IN - PLACE RECYCLING ITEM

4

5

DESCRIPTION OF WORKS

Trial Section

POINT OF INSPECTION / TEST

Parameters

JKR/SPJ/2008-S4 - Cl 4.10.3.4

i. Gradation of the recycled material

Refer to Table 4.10.2

ii. Compaction requirements including type of roller and rolling pattern to be employed to achieve the required density; iii. Strength of the recycled layer material in terms of UCS and ITS iv. Recycling depth and compacted thickness of new recycled layer material as specified in detailed pavement design report; v. In-situ moisture content in order to determine the application rate of water to achieve the OMC; vi. Percentage by weight of the stabilising agent used vii. Speed of advance of the recycler machine

Refer to Table 4.10.8 BS 1377

Construction Works i . T ime Limit at ion bet ween mixing and final compaction ii. Compaction -Initial Compaction

Nota :

STANDARD / REQUIREMENT

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

Visual, testing and measurement

Early stage/Once per project (150m)

SOR

Trial result report/record

Visual, testing and measurement

Once per project

SOR

Inspection Fom

REMARKS

Refer to Table 4.10.8 Refer to Table 4.10.8

Refer to Table 4.10.8 BS 1377 Refer to Table 4.10.8 Refer to Table 4.10.8

JKR/SPJ/2008-S4 - Cl 4.10.5 Refer to Table 4.10.8 Re fe r t o T abl e 4. 10. 6

JKR/SPJ/2008-S4 - Cl. 4.10.5.3 (a) Refer to Table 4.10.7

-Trimming and Final Compaction

JKR/SPJ/2008-S4 - Cl. 4.10.5.3 (b)

iii. Joints iv. Quality of Materials and Workmanship

JKR/SPJ/2008-S4 - Cl. 4.10.5.4 JKR/SPJ/2008-S4 - Cl 4.10.5.6 Refer to Table 4.10.8 & Table 4.10.9

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 47

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 4

TRADE : SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE ITEM 1

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

STAGE / FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

JKR/SPJ/2008-S4 - Cl 4.11.2

Materials

Visual, testing and measurement

a. Aggregate i. Los Angeles Abrasion

Not more than 25%  ASTM C 131

ii. Flakiness Index

Not more than 25% MS 30

iii. Polished Stone Value

Not less than 40 MS 30

iv. Magnesium Sulfate Soundness Test (5 cycles)

Not more than 18% AASHTO T 104

v. Water Absorption

Not more than 2% MS 30

b. Fine Aggregate i. Magnesium Sulfate Soundness Test (5 cycles)

Not more than 20% AASHTO T 104

ii. Water Absorption

Not more than 2% MS 30

iii. Aggregate Fraction Passing 4.75mm sieve iv, Aggregate Angularity

Not less than 45% ASTM D 2419 Not less than 45%  ASTM C 1252

Once per project/source

Project Manager

Inspection Form/ Certificate

Visual, testing and measurement

v. Methylene Blue Value

Nota :

TOOLS / EQUIPMENT

Once per project/source

Project Manager

Inspection Form/ Certificate

Not more than 10 mg/g Ohio Department of Transportation Standard Test Method

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 48

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 4

TRADE : SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE ITEM 1 (cont)

DESCRIPTION OF WORKS c. Mineral Filler

d. Gradation

e. Polymer Modified Binder

POINT OF INSPECTION / TEST Hydrated lime i. Passing 75um sieve

Not less than 70% by weight

ii. Amount

Approximately 2% by weight of combined aggregates.

Gradation of Combined

JKR/SPJ/2008 - S4 - Cl 4.11.2

 Aggregate

Shall comply with Table 4.11.1

i. Properties

Refer to Table 4.11.2

(PG 76) or higher

2

Mix Design a. Job Mix Formula

STANDARD / REQUIREMENT

TOOLS / EQUIPMENT Visual, testing and measurement

STAGE / FREQUENCY Once per project/source

RESPONSIBILITY Project Manager

EVIDENCE

REMARKS

Inspection Form/ Certificate

Visual, testing and measurement

Once per project/source

Project Manager

Inspection Form/ Certificate

Visual, testing and measurement

Once per project/source

Project Manager

AASHTO - Std M320-02 MS 124 Sampling - MS 539

Inpection Form/ Certificate

JKR/SPJ/2008-S4 - Cl 4.11.3 Visual, testing and measurement

-Stage 1 i. Gradation

Shall comply with Table 4.11.1

ii . Po lym er Mo di fi ed Bin de r

Sh all co mp ly w it hT ab le 4. 11 .3

iii. Compliance

Shall comply with Table 4.11.4

Once per project/source

Project Manager 

Inspection Form/ Certificate

-Stage 2 i. Indirect tension test for resilient modulus; Total resilient modulus Test temperature  Applied load Loading frequency Loading time Rest period Rise time Poisson’s ratio

No. of preconditioning pulses No. of test pulses Rotation of specimen

Nota :

ASTM D 4123

> 2500 MPa 25 °C 20 N/mm of specimen thickness (max. 1500 N) 1 Hz 0.1 s 0.9 s 70 ms 0.35 50 5 90°

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 49

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 4

TRADE : SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

2

ii. Dynamic, unconfined,

(cont)

compressive creep test ;

STANDARD / REQUIREMENT EN 12697-25

TOOLS / EQUIPMENT Visual, testing and measurement

STAGE / FREQUENCY Once per project/source

RESPONSIBILITY Project Manager 

EVIDENCE

REMARKS

Inspection Form/ Certificate

Dynamic creep modulus

Dynamic creep modulus > 75 MPa

Slope at steady state

Slope at steady state < 0.25

Specimen end treatment Silicone based lubricant + graphite dust

b. Plant trials

Nota :

Pre-conditioning; Test temperature  Applied axial stress Loading frequency Loading time Rest period No. of load cycles

40 °C 150 kPa 0.5 Hz 0.2 s 1.8 s 30

Testing; Test temperature  Applied axial stress Loading frequency Loading time Rest period No. of load cycles

Testing; 40 °C 300 kPa 0.5 Hz 0.2 s 1.8 s 3600

- Quantity

20 tonnes

- Record -Laying and compaction

JKR/SPJ/2008-S4 - Cl 4.11.3(b) Refer Construction Works

iii. Compliance

Refer to Table 4.11.5

Visual, testing and measurement

Initial stage

Project Manager

Inspection Form and Record

Visual, testing and measurement

Initial stage

P ro je ct M an ag er

R ep or t

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 50

INSPECTION AND TESTING PLAN - VERSION 2

SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE 

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 4

TRADE : SPECIALTY MIX 6 - POLYMER MODIFIED ASPHALTIC CONCRETE ITEM 3

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

Construction Works Laying and Compaction

STANDARD / REQUIREMENT

TOOLS / EQUIPMENT

STAGE / FREQUENCY

JKR/SPJ/2008-S4 - Cl 4.11.5 i. Temperature

Not less than 150°C during

RESPONSIBILITY Project Manager

Visual, testing and measurement

Every load

4

5

Surface regularity

Opening to Traffic

Record

ii. Paving Layer

Compacted Thickness not less than twice aggregate size or not more than 100mm

Visual, testing and measurement

Every layer

iii. Compaction

JKR/SPJ/2008-S4 - Cl 4.11.5

Visual, testing and measurement

1 coring/500m or 

iv. Density

Refer to Table 4.11.6

min 2 cores per

 ASTM Test Method D2726

paving session

98 - 100% of Marshall density 95 - 100% of Marshall density

v. Thickness

Average over any 100m length not less than specified thickness and Min thickness at any point shall be not less than the specified thickness minus 5mm.

International Roughness Index

JKR/SPJ/2008-S4 - Cl 4.11.5 (j)

(IRI)

The lane IRI measured for the whole road length and each 100 meter section shall be less than 2.0m/km

Time

JKR/SPJ/2008-S4 - Cl 4.11.5 (k)

REMARKS

Inspection Form/

laying

- Wearing course - Binder course

EVIDENCE  

Project Manager

Inspection Form/ Record

2

Project Manager  Inspection Form/Record

Inspection Form/ Record

Visual, testing and measurement

Each 100 meter section

Project Manager

Inspection Form/Record

Visual, testing and measurement

Prior to opening

Projec t Manage r

In spection Form

Not less than 4 hours after  commencement of rolling.

Nota :

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 51

INSPECTION AND TESTING PLAN - VERSION 2

SHOULDERS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

TRADE : SHOULDERS I TE M

1

DE SCR IP TI ON O F WO RK S

P OI NT O F I NS PE CT IO N / T ES T

S TAND AR D / R EQ UIR EM EN T

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

T yp es o f s ho ul de rs i. Paved Shoulders

Refer to Paved Roads JKR/SPJ/2008-S4 - Cl. 4.2

 As per drawing

Visual, testing and measurement

 All stages

Visual, testing and measurement

i. Initial Stage ii. One test per 750 cu.m supply

Project Manager

Inspection Record

JKR/SPJ/2008-S4 - Cl. 4.4.2.1 and Cl. 4.4.3 ii. Gravel Shoulders a) Detemining the suitability of materials

JKR/SPJ/2008-S4 - Cl. 4.1.3.2

i. Liquid Limit, LL ii.Plasticity Index, PI iii. Aggregate crushing value iv.Gradation shall conform to one of the envelopes

Contractor's QA/QC / Inspection Record Project Manager 

Not more than 35% BS 1377 Shall be in the range 4 to 10 BS 1377 Not more than 35% MS 30 Refer to Table 4.1.3 Fraction passing the BS 75 um sieve not greater than 2/3 of the fraction passing the BS 425 um sieve

v. Passing of No. 4 (4.75 mm) sieve Shall be not less than 45%  ASTM D 2419

Nota :

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 52

INSPECTION AND TESTING PLAN - VERSION 2

SHOULDERS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

TRADE : SHOULDERS I TE M

1 (cont)

DE SCR IP TI ON O F WO RK S

P OI NT O F I NS PE CT IO N / T ES T

b) Construction of gravel surfacing

S TAND AR D / R EQ UIR EM EN T

JKR/SPJ/2008 - S4 - Cl. 4.1.3.3 i. Thickness

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

Visual, testing and measurement

SOR

Within tolerance as Table 4.5.1

Average thickness over any 100 m length not less than the required thickness

ii. In-Situ Compaction Test

Not less than 95% max dry density BS1377 : Compaction Test

One test per 500 sq metre of each layer  laid

iii. Surface Finishes - shape, super elevation, level, grade

Refer to relevant construction drawings

Dipping Test

RESPONSIBILITY

EVIDENCE

REMARKS

Inspection Record

Within tolerance as Table 4.5.1 iii. Earth Shoulders a) Detemining the suitability of materials

Refer to Sub-section 2.2.1 (e)

Visual, testing and measurement

b) Earth Shoulder Construction

JKR/SPJ/2008-S4 - Cl 4.4.3

Visual, testing and measurement

i. Thickness

Initial Stage

Project Manager Over 100m length

Inspection Record Refer to Trade Earthwork Item 1

Dipping Test

Nota :

Contractor's QA/QC / Inspection Record Project Manager 

ii. In Situ Compaction Test

Not less than 95% max dry density BS1377 : Compaction Test

iii. Surface Finishes - shape, super  elevation, level, grade

Refer to relevant construction drawings

One test per 150 sq. m of each layer  laid

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan. 53

INSPECTION AND TESTING PLAN - VERSION 2

CORRUGATED SHEET STEEL BEAM HIGHWAY GUARDRAILWORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

TRADE : ROAD FURNITURE (CORRUGATED SHEET STEEL BEAM HIGHWAY GUARDRAIL) ITEM

1.

DESCRIPTION OF WORKS

Approval of Guardrail Material

POINT OF INSPECTION / TEST

TOOLS / EQUIPMENT

STANDARD/REQUIREMENT

Beam Element

JKR/SPJ/1988-S6-Cl 6.1.2.1, 3810mm (12 feet 6 inches)

effective

Steel Posts

JKR/SPJ/1988-S6-Cl-6.1.2.2(a) and drawing

STAGE/ FREQUENCY

length  AASHTO 1 sample every 200 Specification M180 for Class A Type II(galvanised)

B.S. 449, Grade 43

Part

1

RESPONSIBI LITY

Project Manager / Construction Manager / QAQC

EVI DENCE

REM ARKS

Inspection Form/ Certificate /Catalogue /Method of Statement

1 sample every 200

Block Out(Packer) shall be channel section futher test on the material supplied (if needed ) Timber Posts

Medium harwood

JKR/SPJ/1988-S6-Cl-6.1.2.2(b)

Malaysian Timber   1 sample every 200 Industry Board

Block Out(Packer) - treated timber >16kg/cu.m preservative

M.S 733

futher test on the material supplied(if needed ) M.S 733

Heavy Hardwood

2.

Installation of Guardrail

approval of S.O

Setting Post (Timber/steel)

JKR/SPJ/1988-S6-Cl-6.1.3.1

Placing Beams

Post Holes backfilled- concrete grade 20/20 JKR/SPJ/1988-S6-Cl-6.1.3.2

 Anchorages

JKR/SPJ/1988-S6-Cl-6.1.3.3

relevant construction drawing

relevant construction drawing relevant construction drawing

Every completion section

Inspection Contractor/ Form/ Record Supervision Engineer 

Every completion section Every completion section

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 54

INSPECTION AND TESTING PLAN - VERSION 2

CORRUGATED SHEET STEEL BEAM HIGHWAY GUARDRAILWORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

TRADE : ROAD FURNITURE (CORRUGATED SHEET STEEL BEAM HIGHWAY GUARDRAIL) ITEM

3.

DESCRIPTION OF WORKS

Determination of Marking and Storage

POINT OF INSPECTION / TEST

Marking

Storage

STANDARD/REQUIREMENT

JKR/SPJ/1988-S6-Cl-6.1.4.1

TOOLS / EQUIPMENT

AASHTO Specification M180

JKR logo on each beam element JKR/SPJ/1988-S6-Cl-6.1.4.2 1) stored under a cover Observation 2) > 300mm space between lowest element and ground surface

STAGE/ FREQUENCY

Every completion section

RESPONSIBI LITY

EVI DENCE

REM ARKS

Inspection Contractor/ Form/ Record Supervision Engineer 

 After each delivery

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 55

INSPECTION AND TESTING PLAN - VERSION 2

CONCRETE KERB WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

TRADE : ROAD FURNITURE (CONCRETE KERB) ITEM 1.

2.

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

Approval of Material

Installation of Kerb

TOOLS / EQUIPMENT

STANDARD/REQUIREMENT

STAGE/ FREQUENCY

Refer to JKR/SPJ/1988-S6 - Cl 6.4.2

Concrete Kerb

Grade 25/20 concrete

Bedding

Grade 10/20 concrete

RESPONSIBILITY

Project Manager / Construction Manager / QAQC

EVIDENCE

REMARKS

Inspection Form/ Certificate /Catalogue /Method of Statement

Relevant Construction Initial Stage Drawing

Excavation Refer to 'JKR/SPJ/1988-S6 - Cl 6.4.3.1

Relevant Construction Every completion drawing section or daily operation

Inspection Contractor/ Form/ Record Supervision Engineer 

Relevant Construction Every completion Drawing section or daily operation

Inspection Contractor/ Form/ Record Supervision Engineer 

- Required depth and bedding thickness as shown on drawing -Suitable material refer JKR/SPJ/1988 : Section 2 Cast In Situ Kerb

Refer to 'JKR/SPJ/1988-S6 -

Cl 6.4.3.2

-ExpensionJoint performed joint filler 10mm thickness refer JKR/SPJ/1988 : Section 26 -Concreting refer JKR/SPJ/1988 : Section 9 -Formed removed after 24 hours -Minor defect repared with mortar 1:2 -Curing for a period of 7 days

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

56

INSPECTION AND TESTING PLAN - VERSION 2

CONCRETE KERB WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

TRADE : ROAD FURNITURE (CONCRETE KERB) ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST Precast Concrete Kerb

STANDARD/REQUIREMENT JKR/SPJ/1988 : Section 6 - Cl 6.4.3.3

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

Relevant Construction Initial Stage & Every Inspection Contractor/ Drawing Completion Section or Form/ Record Supervision Engineer  Daily Operation

- Steel mould as shown on drawing - Joints kerb filled with mortar 1:2 - Expansion joints shall be 20mm width

Slipfor ming for Co ncr ete Kerb

Refer to JKR/SPJ/1988 : S6 - Cl 6.4.3.4

Relevant Const ruction Initial Stage & Every Contractor/ Inspection Drawing Complition Section or Supervision Engineer  Form/ Record '-Approved automatic Daily Operation kerbing machine

Backfilling

Refer to JKR/SPJ/1988 : S6 - Cl 6.4.3.5

Relevant Construction Every completion Drawing section or daily operation

Inspection Contractor/ Form/ Record Supervision Engineer 

-Tamped layer not more than 150mm -Finished level within ± 10mm

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

57

INSPECTION AND TESTING PLAN - VERSION 2

WIRE ROPE SAFETY FENCE WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

TRADE : ROAD FURNITURE (WIRE ROPE SAFETY FENCE) ITEM 1

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

A pp ro va l o f W i re R op e S af et y F en ce Galvanised mild steel posts: Component

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

Project Manager / Construction

REAM -GL 9/2006 -S6-Cl 6.3 a )O IV ( Oc cu pa nt I mp ac t V el oc it y) -1 2m /s ( 4 3. 2 k ph ) m ax

RESPONSIBILITY

N CH RP 3 50 Level 3 (TL-3)

T es t

EVIDENCE

Form/ Certificate

Initial Stage

b)ORA (Occupant Ridedown Accelaration) 20g max Height of post : 690mm to 710mm Shape of post refer to REAM -GL 9/2006 -S6-Cl 6.3(iii) Double Curve - form from 6mm thick mild steel Interwoven wire ropes (Gavanised Pre-tensioned steel)

 Anchors

2

Installation

Refer to REAM -GL 9/2006 -S6-Cl 6.3(iv)  19mm diagram 3x 7 contruction  breaking load: > 17.7 tonnes unfitted > 16.7 tonnes fitted Minimun modulus of elasticity: 8300kg/mm2 on the area of 283mm2 after pre-stressing Detail end anchor refer to Appendix 6A

Refer to REAM - GL9/2006 : Cl 6.3(i)

 W ire Rope

Post

 Anchors

upper ropes 600mm±10mm from ground lower interwoven ropes 500mm±10mm from ground Refer to REAM - GL9/2006 : Cl 6.3 (ii) Embedded 400mm into concrete foundation of 950mm Post spacing 2.4 m Minimum post spacing 1m Refer to REAM -GL 9/2006 -S6-Cl 6.3 1) length of wire rope between anchor < 627mm 2) Detail end anchor refer to Appendix 6A

Initial Stage

NCHRP 350 Level 3 (TL-3)

Test

Initial stage

NCHRP 350 Test Level 3 (TL-3)

Initial stage Intial Stage

Measurement

Every complition section or daily operation

Measurement

Initia l stage

NCHRP 350 Test Level 3 (TL-3)

Inspection Contractor/ Form/ Record Supervision Engineer 

Initial stage Intial Stage

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 58

REMARKS

INSPECTION AND TESTING PLAN - VERSION 2

ROAD MARKING WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 of 3

TRADE : ROAD FURNITURE (ROAD MARKING) ITEM

1.

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

Approval of Road Marking Material

JKR/SPJ/2012-S6-6.3.2, 6.3.3 Standard Material

Thermoplastic Material : Thermoplastic

Thermoplastic Materia l : Gla ss Bead

Road Marking Paint

2.

Site Preparation

TOOLS / EQUIPMENT

STANDARD/REQUIREMENT

STAGE/ FREQUENCY -

Supplied in block form (broken into pieces, each weighing not more than 4kg) or powder. Hydrocarbon resins shall be used within 6 hours Wood and gum resins shall be used within 4 hours To be in corporated in markin g materials to road surface application.

BS EN 1871, BS EN 1436

 Additional surface reflectorisation.

CLASS B Glass beads, Table 2 of B.S 6088 (Table 6.2)

RESPONSIBILITY

EVIDENCE

REMARKS

Project Manager / Construction Manager Inspection Form/ Certificate / QAQC /Catalogue /Method of Statement

CLASS A Glass beads, Table 1 of B.S 6088 (Table 6.1)

Standard Material S ti rr ed b ef or e a pp li ca ti on t o k ee p t he p ig me nt s i n u ni fo rm suspension, Tinners or other additives not be permitted

Clean and dry surface

JKR/SPJ/2012-S6-6.3.4 Not be laid over loose detritus, mud, or extraneous matter or over old material or paint marking incompatible with the paint

Tack coat P ri me r o r u nd er co at

Refer manufacturer's instructions t o a vo id bl ee di ng an d d is co lo ra ti on , to e ns ur e p ro pe r a dh es io n.

-

-

Contractor/ Supervision Engineer 

Inspection Form/ Record

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 59

INSPECTION AND TESTING PLAN - VERSION 2

ROAD MARKING WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 of 3

TRADE : ROAD FURNITURE (ROAD MARKING) ITEM 3.

DESCRIPTION OF WORKS Laying Roadmarking

POINT OF INSPECTION / TEST Center, lane & edge lines Other marking

STANDARD/REQUIREMENT JKR/SPJ/2012-S6-6.3.5

Thickness Thickness of Thermoplastic Material : Synthetic Hydrocarbon Resin Binder 

JKR/SPJ/2012-S6-6.3.7 Screed lines ; 2 mm < x < 5 mm and Extruded line; 2 mm < x < 5 mm

Thickness of Thermoplastic Material : Gum or wood resin binder 

Sprayed lines other than yellow lines ; 45SRT 9

10

Opening of traffic

Removal

Completed road marking

Unwanted road marking

JKR/SPJ/2012-S6-6.3.13 Shall not be opened to traffic until material has fully set.

Usually > 1 hour after material has been laid JKR/SPJ/2012-S6-6.3.14 Removal type:

Inspection Form/ Record

Carried out not more than 7day after laying

Contractor/ Supervision Engineer 

Inspection Form/ Record

Contractor/ Inspection Form/ Supervision Engineer/ Record SO/ SOR

a) Burning off is not recomm ended b) Painted over with paint is not allowed c) Blasting, grinding, scraping Satisfaction of the S.O.

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan 61

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 5

TRADE : ROAD FURNITURE (TRAFFIC SIGNS) ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

1.

Perma nent Traf fic Signs - General Luminance Requirements

2.

Permanent Traffic Signs - Materia l

(i)Posts

JKR/SPJ/1988-S6 - Cl 6.2.5.1 Category 1 luminance

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

B.S. 873

Initial Stage

RESPO NSIBILI TY

EVIDENCE

Project Manager / Construction Manager / QAQC

Inspection Form/ Certificate /Catalogue /Method of Statement

Contractor/ Inspection Supervision Engineer  Form/ Record/ Certificate

Tubular hollow section steel

(ii)Sign Plates Thickness Size

(iii)Sign Faces

STANDARD/REQUIREMENT

JKR/SPJ/1988-S6 - Cl 6.2.5.3 - Not less than 50mm outside diameter 

B.S.1387 and B.S. 873

Initial Stage

JKR/SPJ/1988-S6 - Cl 6.2.5.4

Drawings and B.S. 873

Initial Stage

- Made of 10 S.W.G sheets of alluminium alloy HS 30-WP with min. thickness 3mm - N ot e xceeding 1.2m h eight & 2.4m width shall made from single sheet

B.S 1470

(i) Plastic Sheeting

JKR/SPJ/1988-S6 - Cl 6.2.5.5

BS 873 / MS 1216

Faces

Accordance with the manufacturer's instructions

BS 873 / MS 1216

Initial Stage

Up to 1 m in size and no joint. Joint

Lapping less than 6mm

MS 1216

Construction Stage

Colour uniformity

Refer to addendum no.2 S 2.1.7

MS 1216

Initial Stage

Refer to addendum no.2 S 2.1.13

MS 1216

After installation

JKR/SPJ/1988-S6 - Cl 6.2.5.6 made from aluminium alloy HE9-TE > 600mm , 1000 mm height/width use 40mm X 40mmX3mm angles

B.S 1474 B.S 1474

Initial Stage Initial Stage

(iv)Backing Frames Material Size

B ui lt i n s ec ti on 8 m m d ia me te r b ol t a t n ot m or e t ha n 2 00 m m centres

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

62

REMARKS

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 5

TRADE : ROAD FURNITURE (TRAFFIC SIGNS) ITEM 3.

DESCRIPTION OF WORKS Fluoresent Orange

POINT OF INSPECTION / TEST (i) Photometric-Coefficient or Retroreflection RA

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT

 ASTM E 810 table 1.

STAGE/ FREQUENCY

RESPO NSIBILI TY

EVIDENCE

Initial Stage

Inspection Contractor/ QAQC/ Form/ Record Supervision Engineer 

 Aluminium Test Panels ii)Daytime colour ASTM 1991

ASTM E 991, ASTM E 308 (for 2° observer) & Table 2

Initial Stage

Inspection Contractor/ QAQC/ Form/ Record Supervision Engineer 

i ii ) Ni gt ht im e Co lo r

A ST M E 81 1( ca lc ula te d t he u' ) A ST M E 30 8 ( ca lc ula te d t he v' ) & Table 3

Initial Stage

Inspection Contractor/ QAQC/ Form/ Record Supervision Engineer 

iv) Resistance to Accelerated Weathering

 ASTM G 26 Type B Method A

Initial Stage

Inspection Contractor/ QAQC/ Form/ Record Supervision Engineer 

I ni ti al S ta ge

Inspection Contractor/ QAQC/ Form/ Record Supervision Engineer 

Initial Stage

Inspection Contractor/ QAQC/ Form/ Record Supervision Engineer 

v ) I mp ac t R es is ta nc e

R ef er S he et in g m an uf ac tu re rs r ec om me nd at io ns

Test Panel of alloy 601-T6 , 0.040" (o.10cm) by 3" (7.6cm) by 5"(12.7cm) and conditioned for 24 hour Shall show no cracking outside the impact area when the face of the panel is subject to an impact of 100 inch-pounds (11.3 Nm) using a weigth with a 5/8 in . (15.8 mm) diameter rounded tip dropped from a height necessary to generate an impact of 100 inch-pounds, at test temperatures of both 32° F (O° C and 72° F (22 ° C) vi) Resistance to Heat

ASTM G 26 Type B Method A

Air circulating oven

. exposed to 170 + 5° F (77 + 3°) for 24 hours minimum 70% of the original coefficient. v ii ) F ie ld P er fo rm an ce

R ef er S he et in g m an uf ac tu re rs re co mm en da ti on s Moving vehicle under Coefficient of retroreflection is less than 100 when measured at normal day and night 0.2° observation and -4° entrance at 90° rotation driving conditions

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

 After installation

Contractor/ QAQC/ Inspection Supervision Engineer  Form/ Record

63

REMARKS

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 5

TRADE : ROAD FURNITURE (TRAFFIC SIGNS) ITEM 4.

DESCRIPTION OF WORKS P er ma ne nt Tr af fi c S ig ns Construction and Assembly

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

Traffic signs

JKR/SPJ/1988-S6 - Cl 6.2.5.7 or as shown on drawing

Spacing of rivets

JKR/SPJ/1988-S6 - Cl 6.2.5.7

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

Construction Drawings and B.S. 873

Every completion section

Contractor/ QAQC/ Inspection Supervision Engineer  Form/ Record

Every completion section

Contractor/ QAQC/ Inspection Supervision Engineer  Form/ Record

O bs er va ti on

E ve ry c om ple ti on section

Contractor/ QAQC/ Inspection Supervision Engineer  Form/ Record

 ARAHAN TEKNIK (JALAN) 2C/85

Every completion section

Contractor/ QAQC/ Inspection Supervision Engineer  Form/ Record

RESPO NSIBILI TY

EVIDENCE

-Not exceed 150mm around the outside edge of any sheet -Not exceed 300mm on cross braces

5.

Permanent Traffic Signs - Location and Erection

Posts

JKR/SPJ/1988-S6 - Cl 6.2.5.8

- Di st an ce f ro m t he c en tr e o f t he p os t t o t he e dg e o f t he s ig n plate 300mm diameter  -Erected plumb to check verticality - Grade of 20/20 concrete - Within 450mm of the ground surface

6.

7.

Permanent Traffic Signs - Covering Covering Thickness of permanent traffic signs

T em po ra ry T ra ff ic S ig ns

JKR/SPJ/1988-S6 - Cl 6.2.5.9 - 1.5mm (16 S.W.G) thickness

Cover Plates

JKR/SPJ/1988-S6 - Cl 6.2.5.9 - Stainless steel bolts, washers & nuts use 5mm dia bolts not more than 600mm apart. - Non-ferrous rivet use 12mm dia. bolts not more than 600mm apart - 5 mm t hi ck p la st ic d is ta nc e p ie ce s b et we en t he s ig n f ac e & cover plate.

L oc at io n a nd e re ct io n

J KR /S PJ /1 98 8- S6 - C l 6 .2 .6 - Comply with JKR/SPJ/1988-S6 - Cl 6.2.5.8

Covering

JKR/SPJ/1988-S6 - Cl 6.2.6 - Comply with JKR/SPJ/1988-S6 - Cl 6.2.5.9

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

64

REMARKS

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 5

TRADE : ROAD FURNITURE (TRAFFIC SIGNS) ITEM 8.

DESCRIPTION OF WORKS Traffic Signs On Gantries

POINT OF INSPECTION / TEST Faces of sign plates

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT

JKR/SPJ/1988-S6 - Cl 6.2.7 B.S. 873

9.

Temporary Signs for the work zone

Steel backing frames,fitting and purlins

JKR/SPJ/1988-S6 - Cl 6.2.7

Steel posts and post housing

JKR/SPJ/1988-S6 - Cl 6.2.7

(i) Photometric -Coefficient or Retroreflection RA

STAGE/ FREQUENCY

RESPO NSIBILI TY

EVIDENCE

Initial / Construction Contractor/ QAQC/ Inspection Stage Supervision Engineer  Form/ Record

B.S. 873

B.S. 873

 ASTM E 810

Initial Stage

Contractor/ QAQC/ Inspection Supervision Engineer  Form/ Record

Test panel complied with Addendum No.3 T able 1 i i)Dayti me color

ASTM E 991, ASTM E 308 (for 2° o bserv er) & T est panel complied with Addendum No.3 Table II

Initial Stage

iii) Nigthtime Color

ASTM E 811(calculated the u')  ASTM E 308 (calculated the v') Test panel complied with Addendum No.3 T able III

Initial Stage

iv) Resistance to Accelerated Weathering

 ASTM G 26 Type B Method A

Initial Stage

v ) I mp ac t R es is ta nc e

R ef er S he et in g m an uf ac tu re rs re co mm en da ti on s A dd en du m No.3-3.1.1 (v) Test Panel of alloy 601-T6 , 0.040" (0.10cm) by 3" (7.6cm) by 5"(12.7cm) and conditioned for 24 hour

Initial Stage

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

65

REMARKS

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNS WORKS

KERJA JALAN

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 5 DARI 5

TRADE : ROAD FURNITURE (TRAFFIC SIGNS) ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

vi) Resistance to Heat v ii ) Fi el d P er fo rm an ce

10.

Permanent Traffic Signs Foundations

Type and size of foundations

STANDARD/REQUIREMENT Refer Sheeting manufacturers recommendations Addendum No.3-3.1.1 (vi) . R ef er Sh ee ti ng ma nu fa ct ur er s re co mm en da ti on s A d de nd um No.3-3.1.1 (vi)

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

 Air circulating oven

Initial Stage

Moving vehicle under normal day and night driving conditions

 After installation

JKR/SPJ/1988-S6 - Cl 6.2.5.2

RESPO NSIBILI TY

EVIDENCE

Initial / Construction Contractor/ QAQC/ Inspection Stage Supervision Engineer  Form/ Record

SinglePost - Install edcentrally in 300mm diameter or as shown Relevant Construction drawings on drawing - Grade of 20/20 concrete - Depth Within 450mm of the ground surface - Min. three (3) days after placing concrete - Backfilling at least 48 hours after placing the concrete JKR/SPJ/1988Section 9 - Pockets plan dimensions shall be 100mm lar ger Observ ation

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

66

REMARKS

67

INSPECTION AND TESTING PLAN - VERSION 2

DRAINAGE WORKS

KERJA SIVIL

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 3

TRADE : DRAINAGE WORKS I TE TE M 1

D ES ES CR CRI PT PTI ON ON OF OF WO WOR KS KS D ra ra in in ag ag e a nd nd Cu Cu lv lv er er t Exca Excava vatio tion n

POINT OF INSPECTION / TEST - Chec Check k alig alignm nmen entt (pos (positi ition o n of pegs pegs))

Upon completion of excavation: - Check depth of excavation (150mm less than depth in the drawing)

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT

- Cons Constr truc ucti tion on Draw Drawin ing g and and surv survey ey - Survey record equipment/pegs/ markers/TBM/

- Standa Standard rd Specif Specifica icatio tion n For Buildi Building ng - Survey Works Works 2014 2014 (SSB (SSBW W 2014 2014)) Sect Sectio ion n equipment/pegs/ S : Cl. 2.2.3 markers/TBM/ measurement equipment

1 in every 20m run or change in direction or gradient

- Excavatio Excavation n through rock - backfill rock excavation to required level with concrete or suitable materials

- " Ditto" (C (Cl. 2.2.1)

- Excavation to required level

- Chec Check k align alignme ment nt (pos (positi ition o n of peg pegs) s)

- Cons Constr truc ucti tion on Draw Drawin ing g and and surv survey ey - Survey record equipment/pegs/ markers/TBM/ measurement equipment

- Survey equipment/pegs/ markers/TBM/ measurement equipment

Upon completion of excavation: - Check depth of excavation (600 mm - SS BW BW 2 01 01 4 S ec ec titi on on S : Cl 2 .2 .2 .4 .4 - - Survey above the top of culverts design 2.2.6 equipment/pegs/ levels or to the top of subgrade markers/TBM/ levels, whichever is lower) measurement equipment 2

Backfilling

STAGE/ FREQUENCY

- Ba B ackfilling in 150 mm layers of approved materials on both sides of the drain and compacted with mechanical rammers.

SSBW 2014 Section S : Cl. 2.3

- Survey equipment/pegs/ markers/TBM/ measurement equipment

RESPONSIBILITY

EVIDENCE

Kontraktor/ Perunding/PP/WPP/ PTB

Borang Pemeriksaan Kerja-kerja Saliran ; manufacturer's Certificate

Kontraktor/ Perunding/PP/WPP/ PTB

Borang Pemeriksaan Kerja-kerja Saliran ; manufacturer's Certificate

REMARKS

- Excavation to required level

- Immediately after completion of drain laying or installation of culverts

Nota: ITP Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

68

INSPECTION AND TESTING PLAN - VERSION 2

DRAINAGE WORKS

KERJA SIVIL

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 3

TRADE : DRAINAGE WORKS I TE TE M 3

D ES ES CR CRI PT PTI ON ON OF OF WO WOR KS KS

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

( i) i) Ca Ca st st i nn- si si tu tu Co Co nc nc re re te te Dr Dr ai ai n

- C he he ck ck co co nc nc re re te te gr gr ad ad e a nd nd le le ng ng th th of of - SSBW 2014 Section Section S : Cl. 4.4.3 cast in-situ concrete drain

- Visual Visual inspection inspection

(ii) Cascade Drain

- "D "Ditto" (Laid stepping on 150mm mass concrete )

- Rele Relevan vantt - during construction Construction Drawing

( iiii i)i) P re re ca ca st st C on on cr cr et et e Dr Dr ai ai n

C he he ck ck c on on cr cr et et e gr gr ad ad e an an d l en en gt gt h of of - SSBW 2014 2014 Section on S : Cl. 4.4.3 4.4.3 precast drain unit or manufacturer's instruction/brochure (for proprietry product) - Inspect dimension dimension and overall - "D " Ditto" inte inte rit of recast recast drain drain unit. t.

- Visu Visual al inspec inspectio tion n

- Ever Every y deli deliver very y

- Delivery Order

- Every delivery

- SSBW SSBW 2014 2014 Section Section S : Cl. 4.4.3 4.4.3

- Every Every delivery delivery

RESPONSIBILITY Kontraktor/ Perunding/PP/WPP/ PTB

EVIDENCE Borang Pemeriksaan Kerja-kerja Saliran ; manufacturer's Certificate

4

Subs Subsoi oill Drai Drain n

- Chec Check k minimu minimum m grad gradie ient nt and and slop slope. e. - SSBW SSBW 2014 2014 Sect Sectio ion n S : Cl. Cl. 5.0 5.0

- Rele Releva vant nt - during constru construction ction Kontraktor/ Kontraktor/ Perundi Perunding/ ng/ Borang Pemeriksaan Construction Drawing PP/WPP/ PTB Kerja-kerja Saliran ; manufacturer's Certificate

5

Sumps

- Check invert level / sumps depth

- Relevant - during constru construction ction Kontraktor/ Kontraktor/ Perundi Perunding/ ng/ Borang Pemeriksaan Construction Drawing PP/WPP/ PTB Kerja-kerja Saliran ; manufacturer's Certificate

- SSBW 2014 Section S : Cl. 6.0

Nota: ITP Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

REMARKS

69

INSPECTION AND TESTING PLAN - VERSION 2

DRAINAGE WORKS

KERJA SIVIL

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 3

TRADE : DRAINAGE WORKS I TE TE M 6

D ES ES CR CRI PT PTI ON ON OF OF WO WOR KS KS Culverts (i ) Pipe Culverts

(i i) Precast Box Culverts

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

On delivery to site, check: - Relevant - Each pipe culvert Construction Drawing - N/A

RESPONSIBILITY

EVIDENCE

REMARKS

Kontraktor/ Perunding/ Borang Pemeriksaan PP/WPP/ PTB Kerja-kerja Saliran ; manufacturer's Certificate

- Class, type, dim en ensi on on of pi pipe

- SSBW 2014 Se Section S : Cl. 7.4 ; Manufacturer's Specification

- Date of manufacture

- MS 881

- Approval / compliance compliance of product product and material

- Te T est Certificate

- Site daily

- Every delivery

- Crac Cracks ks,, chip chips s and and defe defect cts s Laying of pipe culverts: - Refer to SSBW SSBW 2014 Section Section S : Cl.7.4

- SSBW SSBW 2014 2014 Sec Secti tion on S : Cl. Cl. 7.4 7.4

- Visu Visual al insp inspec ectio tion n

- Ever Every y deliv deliver ery y

- "Ditto"

- Survey - Each pipe culvert equipment/pegs/mark ers/TBM/ measurement equipment

- Size, thickness

- Manufacturer's Specif icati on on / broucher 

- Delivery order, - Every delivery Construction Drawing

- C ra ra ck ck s, s, c hi hi ps ps a nd nd d ef ef ec ec ts ts

- S SB SB W 2 01 01 4 S ec ec titi on on S : C l. 7 .5 .5

- V is is ua ua l I ns ns pe pe ct ct io io n

- Gap between between laid section section ( 2 Mohms. insulation test voltage.

1. Insulation & Continuity Upon completion of continuity Tester. test. Once for each circuit. 2. Insulation Tester.

Contractor

JKR.PK(O).04-SKE.5A (Borang PemeriksaanUjian-ujian Elektrikal) JKR.C&I (Record of Continuit y and Insulation Resistance Test)

Nota: ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

161

INSPECTION AND TESTING PLAN - VERSION 2

WIRING SYSTEM & UNDERGROUND CABLE WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 4

LOW VOLTAGE : WIRING SYSTEM & UNDERGROUND CABLE ITEM

DESCRIPTION OF WORKS

(Con't)

POINT OF INSPECTION / TEST

7. Phase sequence test.

STANDARD / REQUIREMENT

1. Phase sequence terminated correctly.

TOOLS / EQUIPMENT

Phase sequence tester.

STAGE/ FREQUENCY

Upon completion of cable insulation test. Once for each circuit.

RESPONSIBILITY

Contractor

EVIDENCE

REMARKS

JKR.PK(O).04-SKE.5A (Borang PemeriksaanUjian-ujian Elektrikal) Borang Phase Sequence Continuity

4

Underground Cable

1. Submission of material for approval

1. Contract. 2. J-MAL. 3. Specifications (L-S1).

Measuring devices.

2 . M at er ia l o n s it e i ns pe ct io n.

1 . T o c on fo rm as pe r a pp ro ve d m at er ia l.

3. Installation of c ables.

1. Specification (L-S3). 2. Approved method statement.

4. Continuity test.

1. C PC i s c ontinuous a nd reasonable ( R ~ I ns ul at io n length x cable internal resistance) Tester.

M ea su ri ng de vi ce s.

Measuring devices.

&

Before material delivery at site. Once for each material.

U po n d el iv er y a t s it e. On ce for each delivery.

In-progress and upon completion of installation. Once for each zone / section.

C on ti nu it y Upon completion of cable installation. Once for each cable.

Co nt ra ct or

J KR .P K(O ). 04 -5 (Borang Pemeriksaan Mock-up)

Contractor / S.O Rep

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

C on tr ac to r

J KR .P K( O) .0 4- SK E. 4A (Borang Pemeriksaan Pemasangan)

C on tr ac to r

J KR .P K( O) .0 4- SK E. 5A (Borang Pemeriksaan Ujian-ujian Elektrikal) JKR.IR&C (Insulation and Continuity test)

5. Insulation resistance test @ d.c volt age 1. R > 2 Mohms notless thantwice (2x)the nominalvoltage of the circuit concerned.

1. Insulation & Continuity Upon completion of cable Tester. continuity test. Once for each 2. Insulation tester. cable

C on tr ac to r

J KR .P K( O) .0 4- SK E. 5A (Borang PemeriksaanUjian-ujian Elektrikal) JKR.IR&C (Insulation and Continuity test)

6 . P ha se se qu en ce te st .

1 . P ha se se qu en ce te rmi na te d c or re ct ly .

P ha se se qu en ce te st er .

U po n c om pl et io n o f c on ti nu it y test. Once for each circuit.

C on tr ac to r

J KR .P K( O) .0 4- SK E. 5A (Borang PemeriksaanUjian-ujian Elektrikal) Borang Phase Sequence Continuity

Nota: ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

162

INSPECTION AND TESTING PLAN - VERSION 2

LIGHTNING PROTECTION SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

LOW VOLTAGE : LIGHTNING PROTECTION SYSTEM ITEM

DESCRIPTION OF WORKS

1.

Lightning Protection System

POINT OF INSPECTION / TEST 1. Submission of material approval

TOOLS / EQUIPMENT N /A

STANDARD / REQUIREMENT 1. Contract Document 2. Construction Dwg J-MAL 4. Specification L-S9

STAGE/ FREQUENCY

RESPONSIBILITY

EVIDENCE

Be fo re ma te ri al de liv er y a t s it e / Once for each material

Contractor

JKR.PK(O).04-5 (Borang Pemeriksaan Mockup)

N/A

Upon delivery at site / Once for each delivery

C o nt ra c to r / S. O R e p

J KR .P K( O) .0 4 -S KE .2 A (Borang Pengesahan Penerimaan Bahan)

3.

2. Material on site inspection

As per material approval

3. Inspection on air termination system installation

1. Air terminals or vertical finials of annealed copper tape 25mm x 3mm or other approved material. 2. Fixing bracket intervals < 500mm (metallic / non-metallic roof). 3. Air termination rods min. 300mm (L), 16mm dia. with lock nut.

M ea s ur in g E qu ip me n t

I n- p ro gr e ss a n d up o n completion of installation / Once for each block

C o nt ra c to r / S. O R e p

J KR .P K( O) .0 4 -S KE .4 F (Borang Pemeriksaan Pemasangan Sistem Perlindungan Kilat)

4. Inspection on down conductor system installation

A. Conventional (Exposed) 1. Annealed copper tape 25mm x 3mm or other approved material. 2. Conductive fixtures at interval < 500mm. 3. Bending radii > 200mm and > 45°.

M ea s ur in g E qu ip me n t

I n- p ro g re s s an d u po n completion of installation / Once for each down conductor 

Contractor / S.O Rep

JKR.PK(O).04-SKE.4F (Borang Pemeriksaan Pemasangan Sistem Perlindungan Kilat)

M ea s ur in g E qu ip me n t

I n- p ro gr e ss a n d u po n completion of installation / Once for each test joint

C o nt ra c to r / S. O R e p

J KR .P K( O) .0 4 -S KE .4 F (Borang Pemeriksaan Pemasangan Sistem Perlindungan Kilat)

REMARKS

B. Structural Bonding (Encased in Concrete) 1. Annealed copper tape 25mm x 3mm or other approved material. 2. Properly clamped down conductor to structural reinforcing bar at 1m intervals.

C. Structural Using Natural Component (e.g. Steel Structure) 1. Vertical and horizontal bars welded over a length > 30mm. 5. Inspecti on on test join t install ation

Nota: ITP

1. Join ts and bonds by copper clamps or exothermic welding or brazing. 2. Height at 2.5m from finished floor level. 3. Copper clamp overlapping >20mm. 4. PVC casing for exposed down conductor between test joint and ground. 5. Flash counter height at 2.0m from floor finished level.

ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

163

INSPECTION AND TESTING PLAN - VERSION 2

LIGHTNING PROTECTION SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

LOW VOLTAGE : LIGHTNING PROTECTION SYSTEM ITEM

DESCRIPTION OF WORKS (Con't)

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

6. Inspection on earth termination and bonding installation

1. Annealed copper tape 25mm x 3mm between earth electrode interconnection, burried > 500mm(D) and distance about 1m around external walls. 2. Exothermic weld or brazing between down conductor and earth electrode. 3. Bonding conductor of annealed copper tape 25mm x 3mm for connection between earth termination and MEB. 4. Copper jacketed earth electrode with 16mm dia. 2 nos. 1.5(L). 5. Heavy duty type earth chamber 300mm (L) x 300mm (W) x 180mm (H) with removable cover (strength >6N/mm2). 6. Permanent label "Lightning Protection EarthDo Not Remove" fixed at every connection of down conductor to earth termination and at every earth electrodes.

7. Continuity test : 1. Air termination system 2. Air termination and down conductor system 3. Down conductor system and earth termination 4. Earth termination 5. Earth termination and Main Earthing Bar (MEB)

1. All conductors are continuiously connected (Resistance < 1 Ω). 2. If    natural component being used as down conductor system, ov erall electrical resistance between uppermost part and ground level < 0.2 Ω.

8. Resistance test : 1. Earth electrode 2. Earth termination

Entire systemcombine resistance < 10 Ω.

TOOLS / EQUIPMENT M ea s ur in g E qu ip me n t

STAGE/ FREQUENCY

RESPONSIBILITY

EVIDENCE

I n- p ro g re s s an d u po n completion of installation / Once for each termination and bonding

C o nt ra c to r / S. O R e p

J KR .P K( O) .0 4 -S KE .4 F (Borang Pemeriksaan Pemasangan Sistem Perlindungan Kilat)

Continuity Tester  

Upon completion of works / Once for each block

C ontrac tor

J KR .PK( O) .04 -SKE.4F (Borang Pemeriksaan Pemasangan Sistem Perlindungan Kilat)

Earth Tester

Upon completion of install ation / Once for each block

C ontrac tor

J KR .PK( O) .04 -SKE.4F (Borang Pemeriksaan Pemasangan Sistem Perlindungan Kilat)

REMARKS

ITP.01.31.(00).2012 (Borang 'Record of Earth Electrode Resistance Test')

Nota: ITP

ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

164

INSPECTION AND TESTING PLAN - VERSION 2

STANDBY GENERATOR SET WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

LOW VOLTAGE : STANDBY GENERATOR SET ITEM

1.

DESCRIPTION OF WORKS

S ta nd by G en er at or Se t.

POINT OF INSPECTION / TEST

TOOLS / EQUIPMENT

RESPONSIBILITY

EVIDENCE

2. Factory Acceptance Test (Routine Test) :

1. Manufacturers Specification. 2. Design requirement. 3. Specification (L-5S) a) Works test. b) Fulfilling to conditioning of Engine Protective Devices. c) Sudden power increase/decrease. 4. Approved shop drawing for generator set. 5. To confirm as per material approved.

1. Inductive Load-bank at pf 0.8 lagging. 2. Measuring Equipment.

b) Cranking Test

1. Manufactures specification. 2. Specification (L-S5).

6 successive abortiv e start. During testing and commissioning.

3 . M at er ia l o n s it e i ns pe ct io n

T o c om fo rm as pe r a pp ro ve d d ur in g m at er ia l approval and FAT.

N/A

Upon delivery at site. Each delivery.

4. Generator set room requirement.

1. Specification (L-S5).

N/A

By the end of construction or after generator set have been energized.

Contractor 

JKR.PK(O).04-SKE.4B (Borang Pemeriksaan Bilik Suis  / Mesin Elektrik)

5. Inspection on installation works.

1. Manufacturers specification manual. 2. Approved Shop drawing. 3. Specification (L-S5).

N/A

During installation and completion of installation.Throughout the installation.

Contractor / S.O Rep

JKR.PK(O).04-SKE.5C (Borang Pemeriksaan Ujian Fungsi Pemasangan Elektrik)

6. Fuel system test.

1. Jabatan BOMBA & Penyelamat Malaysia. 2. Jabatan Alam Sekitar (JAS). 3. Specification (L-S5)

Upon completion of installation. During testing and commissioning.

Con tra ctor

SPECIFIC ATION (L-S5: Section 11, Engine Protective devices)

7. Noise level measurement

1. Jabatan Alam Sekitar (JAS). 2. Specification (L-S6) 3. 1 Mohms.

TOOLS / EQUIPMENT

1. Insulation & Continuity Tester. 2. Insulation Tester.

STAGE/ FREQUENCY

Upon completion of continuity test. Once for each circuit.

RESPONSIBILITY

Contractor

EVIDENCE

REMARKS

JKR.PK(O).04-SKE.5A   (Borang Pemeriksaan Ujianujian Elektrikal) JKR.C&I (Record of Continuity and Insulation Resistance Test)

2 . I ns ul at io n t es t v ol ta ge .

V ol ts ( d. c) .

1 . In su la ti on & C on ti nu it y Tester. 2. Insulation Tester.

 Upon completion of cable insulation test. Once for each circuit.

Contractor 

JKR.PK(O).04-SKE.5A (Borang Pemeriksaan Ujianujian Elektrikal) JKR.C&I (Record of Continuity and Insulation Resistance Test)

3 . P ola rit y te st.

O hm < 1 O hm s.

In su la tio n & C on ti nu ity Tester.

Upon completion of wiring work. Once for each circuit.

Contractor 

JKR.PK(O).04-SKE.5A (Borang Pemeriksaan Ujianujian Elektrikal) JKR.POL (Record of Polarity Test)

Nota: ITP

ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

166

INSPECTION AND TESTING PLAN - VERSION 2

ROAD LIGHTING SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 4

LOW VOLTAGE : ROAD LIGHTING SYSTEM ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

TOOLS / EQUIPMENT N/A

STANDARD/REQUIREMENT

1.

F ee de r P il la r* * Refer CKE.ITP.01.23. (00).2011

1. A nt i- Va nd alis me Fe at ur es

1 . Co nt rac t Do cume nt 2. J-MAL. 3. Specifications (L-S20, NTJ, Standard Drawing) 4. Shop Drawing

2

Und ergr ound Ca ble

1. S ubm iss io n of m at er ia l f or a ppr ov al

1 . Co nt rac t. 2. JMAL. 3. Specifications (L-S3).

2. Material On Sit e Inspection

To conform as per approved material

3. Installation of cables

1. Specification (L-S3). 2. Approved method statement.

4. Continuity test

CPC is continuous (R= reasonable value )

STAGE/ FREQUENCY During FAT/ Once for each material.

N/A

Before material delivery at site/ Once for each material or delivery Measuring equipment Once for each delivery N/A

During installation/ Once for each zone / section / floor  Insulation & Continuity Upon completion of Tester  cable installation/ Once for each cable

RESPONSIBILITY

EVIDENCE

Contractor

(Borang Pemeriksaan Ciri-Ciri AntiVandalisma)

Contractor

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

Contractor / SO rep

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan) JKR.PK(O).04-SKE.3A (Borang Pemeriksaan Kabel Bawah Tanah) JKR.PK(O).04-SKE.5A (Borang Pemeriksaan Ujian-ujian Elektrikal)

Contractor

Contractor

REMARKS

CKE.ITP.01.32.(00).2012(Record of Insulation Resistance and Continuity Test) 5. Insulation resistance test @ d.c voltage R > 2 MOhms not less than twice (2x) the nominal voltage of the circuit concerned

1. Insulation & Continuity Tester. 2. Insulation tester.

Upon completion of continuity test/ Once for each cable

Contractor

JKR.PK(O).04-SKE.5A (Borang Pemeriksaan Ujian-ujian Elektrikal) CKE.ITP.01.32.(00).2012(Record of Insulation Resistance and Continuity Test)

6. P ha se s eque nc e t es t

Pha se s equenc e t er mina ted c or re ct ly

Pha se s equenc e tester 

Upon completion of insulation test/ Once for each circuit

Contractor

JKR.PK(O).04-SKE.5A (Borang Pemeriksaan Ujian-ujian Elektrikal) CKE.ITP.01.32.(00).2012(Record of Insulation Resistance and Continuity Test)

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

167

INSPECTION AND TESTING PLAN - VERSION 2

ROAD LIGHTING SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 4

LOW VOLTAGE : ROAD LIGHTING SYSTEM ITEM 3

DESCRIPTION OF WORKS Column (c/w concrete footing)

POINT OF INSPECTION / TEST 1. Submission of material for approval

2. Factory Acceptance Test (For NonStandard Column).

4

Ro ad Light ing Lumina ir e

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT N/A

1. Contract Document. 2. JMAL 3. Specifications (L-S20, NTJ, Standard Drawing) 1. Contract Document. Measuring Devices 2. JMAL. (Caliper, Measuring 3. Specifications (L-S20, NTJ, Standard Tape, etc.) Drawing)

3. Material on site inspection

To conform as per approved sample.

N/A

4. Mock-up Inspection.

Specifications (L-S20, NTJ, Standard Drawing)

N/A

5 . I ns pe ct io n o f I ns ta l at io n.

S pe ci fi ca ti on s ( L- S2 0, NT J, St an da rd Drawing)

N/A

1. Subm iss io n of mat er ia l f or appr ov al

1 . Co nt rac t Do cume nt . 2. JMAL. 3. Specifications (L-S20, NTJ,Standard Drawing) To conform as per approved sample.

N/A

3. Mock-up Inspection.

Specifications (L-S20, NTJ, Standard Drawing)

N/A

4 . I ns pe ct io n o f I ns ta l at io n.

S pe ci fi ca ti on s ( L- S2 0, NT J, St an da rd Drawing)

N/A

5. Performance Test (Luminance & Illuminance).

1. Specifications (L-S20, NTJ, Standard 1. Luminance meter  Drawing) 2. Illuminance meter. 2. MS 825. 3. CIE 140 4. BS EN 13201-3

2. Material on site inspection

N/A

STAGE/ RESPONSIBILITY FREQUENCY Before material  Contractor  delivery at site/ Once for each material  Approved of Contractor Fabrication / Shop Drawing./ Once for each Sample. Upon delivery at site/ Contractor / SO rep Once for each delivery Prior to Installation./ Once for each type of installation. In progress and upon completion of installation./ Periodically, Once upon completion. Before material delivery at site/ Once for each material Upon delivery at site/ Once for each delivery

EVIDENCE

JKR.PK(O).04-SKE.2B (Borang Pemeriksaan Pemeriksaan / Ujian Alatan Di Kilang)

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

Contractor / SO rep

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

Contractor / SO rep

(Borang Pemeriksaan Tia ng Lampu Jalan)

 Contractor 

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

Contractor / SO rep

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

Prior to Installation / Contractor / SO rep Once for each type of installation. In progress and upon Contractor / SO rep completion of installation / Periodically, Once upon completion. Upon completion of Contractor installation (T&C)./ Every 6 mths (During DLP).

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up) (Borang Pemeriksaan Lampu Jalan)

L-S20

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

168

INSPECTION AND TESTING PLAN - VERSION 2

ROAD LIGHTING SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 4

LOW VOLTAGE : ROAD LIGHTING SYSTEM ITEM 5

DESCRIPTION OF WORKS Modular Terminatio n Box. (L-S208.14- Loop-In Loop-Out Terminal Block)

POINT OF INSPECTION / TEST

TOOLS / EQUIPMENT N/A

STANDARD/REQUIREMENT

STAGE/ FREQUENCY Before material delivery at site/ Once for each material

RESPONSIBILITY  Contractor 

EVIDENCE

1. Submissio n of materia l for approval

1. Contract Document. 2. Drawing 3. Specification (L-S20) 4. NTJ 5. JMAL.

2. Material on site inspection

To conform as per approved sample.

N/A

Upon delivery at site/ Contractor / SO rep Once for each delivery

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

3. Mock-up Inspection.

Specification (L-S20).

N/A

Contractor / SO rep

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

4. Inspection of Installation.

Specification (L-S20).

N/A

Prior to Installation./ Once for each type of installation. In progress and upon completion of installation./ Periodically, Once upon completion. Pre-concreting/ Once for each Pre-cabling/Once for each Pre-concreting/ Once for each

Contractor / SO rep

(Borang Pemeriksaan Modular Termination Box)

Contractor / SO rep

(Borang Pemeriksaan Pit /Lurang)

Contractor / SO rep

JKR.PK(O).04-SKE.3A (Borang Pemeriksaan Kabel Bawah Tanah) JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

6

Pit / Manhole

1. Inspection of Installation

To conform as per approved drawing & specification.

Measuring Tape

7

Ductin g - Pipe Jackin g/HDD/ Open Cut (road crossing / elevated structure) New Jersey Barrier (NJB) Cover

1 . I ns pe ct io n o f I ns ta l at io n

T o c on fo rm as pe r a pp ro ve d d ra wi ng & specification.

Measuring / Roller Tape.

1. Submission of material for approval

ATJ/NTJ, Drawing

N/A

2. Material on site inspection

To conform as per approved sample.

N/A

3. Mock-up Inspection.

To conform as per approved sample.

N/A

Prior to Installation./ Contractor / SO rep Once for each type of installation.

(Borang Pemeriksaan Pemasangan Lampu Jalan)

4. Inspection of Installation.

To conform as per approved sample.

N/A

In progress and upon Contractor / SO rep completion of installation./ Periodically, Once upon completion.

(Borang Pemeriksaan Pemasangan Lampu Jalan)

8

Before material  Contractor  delivery at site/ Once for each material Upon delivery at site/ Contractor / SO rep Once for each delivery

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

169

INSPECTION AND TESTING PLAN - VERSION 2

ROAD LIGHTING SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 4

LOW VOLTAGE : ROAD LIGHTING SYSTEM ITEM 9

DESCRIPTION OF WORKS Labelling

POINT OF INSPECTION / TEST

STANDARD/REQUIREMENT

TOOLS / EQUIPMENT N/A

1. Submission of material for approval

1. Contract Document. 2. Specifications (L-S20, NTJ, Standard Drawing)

2. Material on site inspection

To conform as per approved sample.

N/A

3. Inspection of Installation.

To conform as per approved drawing.

N/A

STAGE/ RESPONSIBILITY FREQUENCY Before material  Contractor  delivery at site/ Once for each material Upon delivery at site/ Contractor / SO rep Once for each delivery In progress and upon Contractor / SO rep completion of installation./ For zone / section.

EVIDENCE

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-Up)

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan) (Borang Pemeriksaan Pemasangan Lampu Jalan)

Nota: ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

170

INSPECTION AND TESTING PLAN - VERSION 2

PA SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

EXTRA LOW VOLTAGE : PA SYSTEM ITEM

1.

DESCRIPTION OF WORKS

Public Address System

Nota: ITP ini adalah

POINT OF INSPECTION / TEST

1. Material submission approval

STANDARD / REQUIREMENT

1. Contract Document 2. PA Syste, General Specification 3. Schedule of Technical Data

TOOLS / EQUIPMENT

N/A

STAGE/ FREQUENCY

Before material deliver at project site. Once for each type of material.

RESPONSIBILITY

Contractor 

EVIDENCE

2. Inc oming material inspec tion

1. To conform with material s ubmiss ion N/A approval

Upon material delivered at project site. Once for each material delivery

Contractor / SO Rep

3. Conduit ing/Trunking & Cabling work

1. Specificatio n(L-S1) 2. PA System General Specification

In-progress and upon completion of installation. Once for each zone / floor.

C on tr ac to r

J KR .P K( O) .0 4- SKE .4 A (Borang Pengesahan PemeriksaanPemasangan)

4. Continuity test

1. Resistance < 5 Ohms [Given the cable use Insulation & Continuity i s m in . 1 8A WG t wi st ed p ai r s pe ak er c ab le Tester  with max. length of 100M]

Upon completion of cabling work. Once for each zone/floor 

C on tr ac to r

C KE .I TP .0 6. 01 (0 1) .2 01 1 (Senarai Semak Borang Pemeriksaan Ujian Keterusan Dan Rintangan Penebatan Bagi Sistem Siaraya)

5. Insulation test

1. Resistance > 1M Ohms

Upon completion of cabling work. Once for each zone/floor 

C on tr ac to r

C KE .I TP .0 6. 01 (0 1) .2 01 1 (Senarai Semak Borang Pemerik saan Ujia n Kete rusan Dan RintanganPenebatan Bagi Sistem Siaraya)

6. Tapping wattage inspection

1. To confirm that the speaker tapping N/A w at ta ge c on fo rms t o s ho p d ra wi ng a nd schematic

Contractor / SO Rep

CKE.I TP.06.01(02).2011 (Senarai Semak Borang Pemeriksaan Ujian P ema sa ng an S pe ak er d an Tapping Wattage Bagi Sis tem Siaraya)

Measurin g equip ement

Insulation & Continuity Tester.

Upon completion of speaker installation. Randomly chosen speakers installed.[Based in project size and/or as per WPP(E) consent]

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-up)

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan.

171

INSPECTION AND TESTING PLAN - VERSION 2

PA SYSTEM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

EXTRA LOW VOLTAGE : PA SYSTEM ITEM

DESCRIPTION OF WORKS

(Cont')

Nota: ITP ini adalah

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

7. Speaker installation inspection

1. PA General Specification 2. e-PSMG

8 . Fu nc ti on al te st o f a l eq ui pme nt s

TOOLS / EQUIPMENT

N/A

STAGE/ FREQUENCY

RESPONSIBILITY

EVIDENCE

Upon completion of speaker installation. Randomly chosen speakers installed.[Based on project size and/or as per WPP(E) consent].

Contractor / SO Rep

CKE.I TP.06.01.(02).2011 (Senarai Semak Borang Pemeriksaan Ujian P ema sa ng an S pe ak er d an Tapping Wattage Bagi Sis tem Siaraya)

1 . A ll e qu ip me nt s s h al l o p er at e a s s pe ci fy i n N/A the contract and manufacturer specifications.

Upon completion of PA System Installation. Once for each equipment installed

C on tr ac to r

C KE .I TP .0 6. 01 (0 3) .2 01 1 (Senarai Semak Borang P eme ri ks aa n U ji an F un gs i U nt uk S em ua P er al at an B ag i Sistem Siaraya)

9. Zoning test

1. To confirm that the zoning for each N/A speaker install ed conforms to shop drawin g and schematic

Upon completion of PA System installation. Once for each speakers installed

C on tr ac to r

C KE .I TP .0 6. 01 (0 4) .2 01 1 (Senarai Semak Borang Pe me rik saa n U ji an So und Pressure Level Dan Zone Test Bagi Sistem Siaraya)

10. Sound pressure level test

1. To conform with PA System General Sound Pressure Level Specification Meter 

Upon completion of PA System installation. Once for each speaker installed

C on tr ac to r

C KE .I TP .0 6. 01 (0 4) .2 01 1 (Senarai Semak Borang Pemeriksaan Ujian Sound Pressure Level Dan Zone Test Bagi Sistem Siaraya)

REMARKS

untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan.

172

INSPECTION AND TESTING PLAN - VERSION 2

 EXTERNAL INSTALLATION FOR ICT & TELEPHONE WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

 EXTERNAL INSTALLATION FOR ICT & TELEPHONE ITEM

1.

DESCRIPTION OF WORKS

External Installation Telephone

for

ICT

POINT OF INSPECTION / TEST

& 1. Submission of Materia l for approval.

STANDARD / REQUIREMENT

1. Contract. 2. Specifications. Catalogue must be submit

TOOLS / EQUIPMENT

N/A

STAGE/ FREQUENCY

Before material delivery at site. Once for each material.

RESPONSIBILITY

Contractor 

EVIDENCE

2. Material on site inspection.

1. As per approved material. Free from N/A defect. Evidence/ photos. Catalouge

Upon delivery at site. Once for each delivery.

Contractor / SO Rep

JKR.PK(O).04-SKE.2A (BorangPengesahan Penerimaan Bahan)

3. Inspection of Manhole/ Telephone Pit Installation

1. Contract. 2. LS-3 Specifications.

I n-p rog res s a nd upon completion of installation. Once for each zone / section / floor.

Contractor / SO Rep

JKR.PK(O).04-SKE.3A (BorangPengesahan Pemeriksaan Kabel Bawah Tanah)

Me as ur ing tape .

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-up)

CKE.ITP.03.05.(00).2012 (Senarai Semak Pemeriksaan  Pemasangan Manhole & Pit)

4. Inspection of uPVC pipe & G.I pipe Installation

1. Contract. 2. LS-3 Specifications.

N/A

In-progress and upon completion of installation. Once for each zone /routing

Contractor / SO Rep

JKR.PK(O).04-SKE.3A (BorangPengesahan Pemeriksaan Kabel Bawah Tanah) CKE.ITP.03.06.(00).2012 (Senarai Semak Pemeriksaan  Pemasangan uPVC Pipe & G.I Pipe)

5. Testing & Commissioning; Clearence of ducting

1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard

N/A

Upon completion of installation.. All pipe

Con trac to r

J KR. PK (O). 04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.07.(00).2012 (Senarai Semak Pengujian &  Pentauliahan Kelegaan G.I Pipe & uPVC Pipe)

Nota: ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

173

INSPECTION AND TESTING PLAN - VERSION 2

 EXTERNAL INSTALLATION FOR ICT & TELEPHONE WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

 EXTERNAL INSTALLATION FOR ICT & TELEPHONE ITEM

DESCRIPTION OF WORKS

(Con't)

POINT OF INSPECTION / TEST

6. Inspection of Fiber Optic & Jelly Filled Cable Installation

STANDARD / REQUIREMENT

1. Specification - General Practices for ICT Installation & LS - 16 2. Approved Shop Drawing

TOOLS / EQUIPMENT

N/A

STAGE/ FREQUENCY

In-progress and upon completion of installation. Once for each zone /routing

RESPONSIBILITY

C on tr ac to r

EVIDENCE

REMARKS

J KR .P K( O) .0 4- SK E. 3A (BorangPengesahan Pemeriksaan Kabel Bawah Tanah) CKE.ITP.03.08.(00).2012 (Senarai Semak Pemeriksaan  Pemasangan Interbuilding Cabling –  Fiber & Jelly Filled)

7. Testing & Commissioning; Fiber Optic cable

1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard

Ca bl e A na lyze r

Upo n c omp let ion of cab lin g work. All cable

Con trac to r

J KR. PK (O). 04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.09.(00).2012 (Senarai Semak Pengujian &  Pentauliahan Fibre Optic cable)

8. Testing & Commissioning; Jelly Filled cable

1. LS - 16 Specification

C on ti nu it y T es te r

U po n c omp le ti on of c ab li ng work. All cable

C on tr ac to r

J KR .P K( O) .0 4- SK E. 5A (Borang Pemeriksaan Ujian Elektrikal)

Ujian-

CKE.ITP.03.10.(00).2012 (Senarai Semak Pengujian &  Pentauliahan Interbuilding Jelly Filled cable)

Nota: ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

174

INSPECTION AND TESTING PLAN - VERSION 2

 INTERNAL INSTALLATION FOR ICT - ACTIVE EQUIPMENT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

 INTERNAL INSTALLATION FOR ICT - ACTIVE EQUIPMENT ITEM

1.

DESCRIPTION OF WORKS

Internal Installation for IC T -Activ e Equipment

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

TOOLS / EQUIPMENT

STAGE/ FREQUENCY

RESPONSIBILITY

EVIDENCE

1 . S ub mi ss io n of ma te ri al fo r ap pr o va l

1 . C o nt ra ct . 2. Specifications. Catalogue must be submit

N/A

Before material delivery at site.Once for each material.

C ontrac to r

2. Material on site inspection.

1. As per approved material.

N/A

Upon material are delivered at project site.Once for each material / delivery.

Contr actor / SO Rep

JKR.P K(O).04-SKE.2 A (Borang Pengesahan Penerimaan Bahan)

3. In spectio n & Testin g of Access Switc h

1. Contract. 2. Specifications.

N/A

Upon completion of installation.Once for each zone / section / floor.

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan)

REMARKS

J KR .PK( O) .04 -5 (Borang Pemeriksaan Mock-up)

CKE.ITP.03.11.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Access Switch)

4. Inspecti on & Testin g of Distribution Switch

1. Contract. 2. Specifications.

N/A

Upon completion of installation.. All equipment

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.12.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Distribution Switch)

5 . I ns p ec ti on & Te s ti ng o f C o re Sw it ch

1 . C o nt ra ct . 2. Specifications.

N/A

Upon completion of installation.. All equipment

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.13.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Core Switch)

6 . In s pe c ti on & Te s ti ng o f W i re le s s A P

1 . Co n tr a ct . 2. Specifications.

N/A

Upon completion of installation.. All equipment

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.14.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Wireless Access Point)

7. Inspection & Testing of Wireless Controller 1. Contract. 2. Specifications.

N/A

Upon completion of installation.. All equipment

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.15.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Wireless Controller)

Nota:

ITP ini adalah untuk memberi panduan kepada SO/PP s ebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

175

INSPECTION AND TESTING PLAN - VERSION 2

 INTERNAL INSTALLATION FOR ICT - ACTIVE EQUIPMENT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

 INTERNAL INSTALLATION FOR ICT - ACTIVE EQUIPMENT ITEM

DESCRIPTION OF WORKS

(Con't)

POINT OF INSPECTION / TEST

8. Inspection & Testing of UPS

STANDARD / REQUIREMENT

1. Contract. 2. Specifications.

TOOLS / EQUIPMENT

N/A

STAGE/ FREQUENCY

Upon completion of installation.. All equipment

RESPONSIBILITY

Contr actor / SO Rep

EVIDENCE

REMARKS

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.16.(00).2012 (Senarai Semak Pemeriksaan, Pengujian  Dan Pentauliahan Un-Interruptible  Power Supply (UPS)

9. Inspection & Testing of Server 

1. Contract. 2. Specifications.

N/A

Upon completion of installation.. All equipment

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.17.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Server)

1 0. In sp ec ti on & T es ti ng of Fi re wa l

1 . C on tr ac t. 2. Specifications.

N/A

Upon completion of installation.. All equipment

Contr actor / SO Rep

JKR.P K(O).04-9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.18.(00).2012 (Senarai Semak Pemeriksaan, Pengujian & Pentauliahan Firewall)

Nota:

ITP ini adalah untuk memberi panduan kepada SO/PP s ebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

176

INSPECTION AND TESTING PLAN - VERSION 2

  INTERNA L INSTALLATION FOR PASSIVE EQUIPMENT & ICT ROOM WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

INTERNAL INSTALLATION FOR PASSIVE EQUIPMENT & ICT ROOM ITEM

1.

DESCRIPTION OF WORKS

Internal Installation for ICT ; Passiv e Equipment & ICT Room

POINT OF INSPECTION / TEST

1 . S u bm i ss i on o f M at e ri al f or ap p ro v al .

TOOLS /

STANDARD / REQUIREMENT

EQUIPMENT

1 . S p ec i fi c at io n s. Ca ta l og u e m us t b e su b mi t N/A

2. Material on site inspection.

As per approved material. Free from defect. Evidence/ photos. Catalouge

3. Inspection of Trunking, Cable Tray & Conduit ICT

1. LS-1 Specifications.

4. Inspection of Indoor Fib re Optic Cable Installation

1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard

N/A

6. Inspection of Unshielded Twisted Pair (UTP) cable 1 . S p ec if i ca ti o n - G en e ra l P r ac ti c es f o r I CT Installation Installation 2. TIA/ EIA standard

8 . In sp e ct io n o f Eq u ip m en t Ra ck & A c ce s so r ie s

1 . S p ec if i ca ti o n - G en e ra l P r ac ti c es f o r I CT Installation 2. TIA/ EIA standard

1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard

10. Inspection of Server Room

1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard

1 1. I ns pe cti on of D ata Ce nt er

Nota: ITP

1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard 3. Without Marginal Pass

9. Inspection of Telecommunication Closet Room (TCR)

Upon delivery at site. Once for each delivery.

 As work progress and upon completion of Measuring Equipment. installation. For each zone/section/floor.

5. Testing & Commissioning; Internal fibre optic cable 1. Specification - General Practices for ICT Installation 2. TIA/ EIA standard

7. Testing & Commissioning; UTP cable

STAGE / FREQUENCY

Before material delivery at site. Once for each material.

1 . S pe ci fi ca ti on - Ge ne ra l P ra ct ic es fo r I CT Installation 2. TIA/ EIA standard - TIA 942

N/A

Cable Analyzer 

N/A

Cable Analyzer 

In-progress and upon completion of installation. Once for each zone /routing Upon completion of installation. All cable

RESPONSIBILITY

Contractor 

EVIDENCE

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-up)

REMARKS

N/A

C o nt ra ct or / S O r e p

J KR .P K (O ). 04 -S K E. 2A N/A (Borang Pengesahan Penerimaan Bahan)

Contractor/ SO rep

CKE.ITP.03.19.(00).2012  (Senarai Semak Pemeriksaan Pemasangan Trunking, Cable Tray & Conduit ICT)

N/A

CKE.ITP.03.20.(00).2012  (Senarai Semak Pemeriksaan Pemasangan Indoor Fibre Optic Cable)

N/A

J KR .P K (O ). 04 -9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.09.(00).2012  (Senarai Semak Pengujian & Pentauliahan Fibre Optic cable)

N/A

Certified Installer Cable/ Contractor/SO rep

C e rt if i ed T es te r/ C on tr a ct or

In-progress and upon completion of installation. Once for each zone /routing

Certified Installer Cable/ Contractor/SO rep

CKE.ITP.03.21.(00).2012 (Senarai Semak Pemeriksaan Pemasangan Unshielded Twisted Pair (UTP) cable)

N/A

Upon completion of cabling work. All cable

Certified Installer Cable/ Contractor/SO rep

JKR.PK(O).04-9 (Senarai Semak Pengujian & Pentauliahan)

N/A

CKE.ITP.03.22.(00).2012  (Senarai Semak Pengujian & Pentauliahan UTP cable) Upon completion of cabling work. All rack

Contractor/ SO rep

Upon completion of work. All TCR.

Contractor/ SO rep

CKE.ITP.03.24.(00).2012  (Senarai Semak Pemeriksaan Telecommunication Closet Room (TCR)

N/A

Upon completion of work.

Contractor/ SO rep

CKE.ITP.03.25.(00).2012  (Senarai Semak Pemeriksaan Server Room)

N/A

Upon completion of work.

Contractor/ SO rep

CKE.ITP.03.26.(00).2012  (Senarai Semak Pemeriksaan Data Center)

N/A

N/A

N/A

N/A

N/A

CKE.ITP.03.23.(00).2012  (Senarai Semak Pemeriksaan Pemasangan Equipment Rack &  Accessories)

N/A

ini adalah untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

177

INSPECTION AND TESTING PLAN - VERSION 2

INTERNAL INSTALLATION FOR TELEPHONE WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

INTERNAL INSTALLATION FOR TELEPHONE ITEM

1.

DESCRIPTION OF WORKS

I nt er na l I ns ta ll at io n f or T el ep ho ne

POINT OF INSPECTION / TEST

1 . S ub mi ss io n o f M at er ia l f or a pp ro va l.

STANDARD / REQUIREMENT

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

1 . S pe ci fi ca ti on s. C at al og ue m us t b e s ub mi t N/A

2. Material on site inspection.

3. Inspection of Trunking, Cable Tray & Conduit Telephone

As per approved material. Free from defect. Evidence/ photos. Catalouge

1. LS-1 Specifications.

Before material delivery at site. Once for each material.

Con tr actor

Contractor/ SO rep

CKE.ITP.03.27.(00).2012  (Senarai Semak Pemeriksaan Pemasangan Trunking, Cable Tray & Conduit Telephone)

In-progress and upon completion of installation. Once for each zone /routing

Contractor/ SO rep

Upon completion of installation.. All cable

Certifie d Tester/ Contractor

5. Testing & Commissioning; Indoor backbone Telephone 1. LS16 Specification For Telephone Installation) Cable and 2 pair/ 0.63mm cable

1 . L S 16 Sp e ci f ic a ti on Fo r T e le p ho n e I ns ta l la t io n ) N/A

8 . Te st in g & Co mm is si on in g; P AB X

1 . LS 16 S pe ci fi ca ti on F or Te le ph on e In st al la ti on )

N/A

9 . T es ti ng & C om mi ss io ni ng ; D ir ec t l in e, F ax L in e & 1. LS16 Specification For Telephone Installation) Extension Line Functionality

In-progress and upon completion of work.

Certified Pabx Installer/ Contractor/SO rep

CKE.ITP.03.31.(00).2012  (Senarai Semak Pemeriksaan Pemasangan (PABX) equipment)

Upon completion of work.

Certified Pabx Installer/ Contractor/SO rep

JKR.PK(O).04-9 (Senarai Semak Pengujian & Pentauliahan)

Nota: ITP

CKE.ITP.03.30.(00).2012  ( Se na ra i S em ak P em er ik sa an PABX & MDF Room)

CKE.ITP.03.32.(00).2012  (Senarai Semak Pengujian & Pentauliahan PABX) Con tractor

N/A

JKR.PK(O).04-9 (Senarai Semak Pengujian & Pentauliahan)

Contractor/ SO rep

Upon completion of work.

N/A

CKE.ITP.03.28.(00).2012  (Senarai Semak Pemeriksaan Pemasangan Indoor backbone Telephone Cable/ 2pair 0.63mm cable/ DP/ MDF)

In-progress and upon completion of work.

N/A

N/A

N/A

CKE.ITP.03.29.(00).2012  (Senarai Semak Pengujian & Pentauliahan Indoor backbone Telephone Cable and 2 pair/ 0.63mm cable)

Cable Analyzer 

1. LS16 Specification For Telephone Installation)

N/A

 As work progress and upon completion of Measuring Equipment. installation. For each zone/section/floor.

N/A

7. Inspection of Private Automatic Branch Exchange (PABX) equipment

REMARKS

J K R. PK ( O) .0 4 -S K E. 2A (Borang Pengesahan Penerimaan Bahan)

4. Inspection of Indoor backbone Telephone Cable, 2 pair/ 1. LS16 Specification For Telephone Installation) 0.63mm cable, Distribution Point (DP) Box, Sub/ Main Distribution Frame (SDF/ MDF)

6 . I ns p ec ti o n o f S D F, PA B X & MD F R oo m

EVIDENCE

J KR.PK (O).04 -5 (Borang Pemeriksaan Mock-up)

C on tr ac to r / S O re p

N/A

Upon delivery at site. Once for each delivery.

RESPONSIBILITY

S DF ,

N/A

N/A

N/A

N/A

J KR.PK (O).04 -9 (Senarai Semak Pengujian & Pentauliahan) CKE.ITP.03.33.(00).2012  (Senarai Semak Pengujian & Pentauliahan Direct line, Fax Line & Extension Line Functionality)

N/A

ini adalah untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

178

INSPECTION AND TESTING PLAN - VERSION 2

 MEDICAL EQUIPMENT : GENERAL RADIOGRAPHY WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

 MEDICAL EQUIPMENT : GENERAL RADIOGRAPHY ITEM

1.

DESCRIPTION OF WORKS

G en er al R ad io gr ap hy S ys te m

POINT OF INSPECTION / TEST

1 . M at er ia l a pp ro va l s ub mi ss io n

STANDARD / REQUIREMENT

1. Contract Document 2. General Radiography Specification 3. Schedule of Technical Data Compliance

TOOLS /

STAGE /

RESPONSIBILITY

EVIDENCE

EQUIPMENT

FREQUENCY

N/A

Before materials deliver at project site Once for each system

Contractor

Contractor/ SO Rep

 

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-up)

4. Approval Letter by MOH

Nota: ITP ini adalah

2. Material Inspection

1 . To co nf or m w ith ma te ria l s ub mi ss io n ap pr ov al

N/A

U pon eq uip me nt de li ver y at project site Once for each system

JKR.PK(O).04-SKE.2A (Borang PengesahanPenerimaan Bahan)

3. Pre-installation work

1. Specification (LS-1) 2. General Radiography Specification

N/A

Before equipment installation at project site

Contractor  

JKR.PK(O).04-SKER.4A (Borang Pengesahan PemeriksaanPemasangan)

4. Functionality Test of the system

1. General Radiography specification 2. Ministry Of Health requirement

N/A

After the complete installation of the equipment

Contractor  

JKR.PK(O).04-SKER.4A (Borang Pengesahan PemeriksaanPemasangan)

untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

179

INSPECTION AND TESTING PLAN - VERSION 2

 MEDICAL EQUIPMENT : EXAMINATION LIGHT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

 MEDICAL EQUIPMENT : EXAMINATION LIGHT ITEM

1.

Nota:

DESCRIPTION OF WORKS

Examination Light

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

TOOLS /

STAGE /

EQUIPMENT

FREQUENCY

RESPONSIBILITY

EVIDENCE

1. Material approval submission

1. Contract Document 2. Examination Light Specification 3. Schedule of Technical Data Compliance

N/A

Before materials deliver at project site Once for each system

Contractor  

2. Material Inspection

1. To conform with material submission approval

N/A

Upon equipment delivery at project site Once for each system

Contractor/ SO Rep

JKR.PK(O).04-SKE.2A (Borang PengesahanPenerimaan Bahan)

3. Pre-installation work

1. Specification (LS-1) 2. Examination Light Specification

N/A

Before equipment installation at project site

Contractor

JKR.PK(O).04-SKER.4A (Borang Pengesahan PemeriksaanPemasangan)

4. Functionality Test of the system

1. Examination Light Specification 2. Ministry Of Health requirement

Lux meter

After the complete installation of the equipment

Contractor

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-up)

 

 

JKR.PK(O).04-SKER.4A (Borang Pengesahan PemeriksaanPemasangan)

ITP ini adalah untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

180

INSPECTION AND TESTING PLAN - VERSION 2

 MEDICAL EQUIPMENT : SURGICAL LIGHT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

MEDICAL EQUIPMENT : SURGICAL LIGHT ITEM

1.

DESCRIPTION OF WORKS

Surgical Light

Nota: ITP ini adalah

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

TOOLS / EQUIPMENT

STAGE / FREQUENCY

RESPONSIBILITY

EVIDENCE

1. Material approval submission

1. Contract Document 2. Surgical Light Specification 3. Schedule of Technical Data Compliance

N/A

Before materials deliver at project site Once for each system

Contractor

 

2. Material Inspection

1. To conform with material submission approval

N/A

Upon equipment delivery at project site Once for each system

Contractor/ SO Rep

3. Pre-installation work

1. Specification (LS-1) 2. Surgical Light Specification

N/A

Before equipment installation at project site

Contractor  

JKR.PK(O).04-SKER.4A (Borang Pengesahan PemeriksaanPemasangan)

4. Functionality Test of the system

1. Surgical Light Specification 2. Ministry Of Health requirement

Lux meter

After the complete installation of the equipment

Contractor  

JKR.PK(O).04-SKER.4A  (Borang Pengesahan PemeriksaanPemasangan)

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mock-up)

JKR.PK(O).04-SKE.2A (Borang Pengesahan PenerimaanBahan)

untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

181

INSPECTION AND TESTING PLAN - VERSION 2

MEDICAL EQUIPMENT : SURGICAL TABLE WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 1

MEDICAL EQUIPMENT : SURGICAL TABLE I TE M 1.

DE SC RIP TI ON OF W OR KS Surgical Table

POIN T OF INS PE CT ION / TES T 1. Material approval submission

ST AN DARD / REQU IRE ME NT 1. Contract Document

TOOLS / EQUIPMENT

STAGE / FREQUENCY

N/A

Before materials deliver at project site

2. Surgical Table Specificat ion 3. Schedule of Technical Data Compliance

2. Material Inspection

1. To conform with material submission approval

RESPONSIBILITY

EVIDENCE

Contractor

JKR.PK(O).04-5 (Borang Pemeriksaan Mockup)

 

REMARKS

Once for each system

N/A

Upon equipment delivery at project site

Contractor/ SO Rep

JKR.PK(O).04-SKE.2A  (Borang Pengesahan Penerimaan Bahan)

JKR.PK(O).04-SKER.4A  (Borang Pengesahan Pemeriksaan Pemasangan)

Once for each system 3 . Pr e- inst alla tio n wo rk

1 . Spec if ica tio n (LS -1)

N/A

Before equipment installation at project site

Contractor

Lux meter

After the complete installation of the equipment

Contractor

2. Surgical Table Specification

4. Functionality Test of the system

1. Surgical Table Specification 2. Ministry Of Health requirement

 

 

JKR.PK(O).04-SKER.4A  (Borang Pengesahan Pemeriksaan Pemasangan)

Nota: ITP ini adalah untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

182

INSPECTION AND TESTING PLAN - VERSION 2

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 4

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER ITEM

1.

DESCRIPTION OF WORKS

1 1kV Dr y Ty pe Tr ans fo rme r

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

1 . Su bmis si on of ma ter ia l f or ap pr ov al

2. Factory Acceptance Test (FAT) Routine Test

a) Visual Inspection

b) Dimension Check

c)Separate Source AC W ithstand Voltage Test

1 . C ont ra ct Doc ume nt 2. Technical Submittal (i.e. Catalogue, Brand & Model) 3. Specification(L-S17). 4. J-MAL

TOOLS / EQUIPMENT

N/A

-

1. Approved Shop Drawing 2. Technical Submittal (i.e. Catalogue, Brand & Model No.) 3. Specification (L-S17). 4.J-MAL 1. Approved Shop Drawing 2.Technical Submittal (i.e. Catalogue, Brand & Model No.) 3. Specification(L-S17). 4. JMAL 1. Specification (L-S17)-Clause 5.2.5 2. J-MAL.

STAGE / FREQUENCY

RESPONSIBILITY

REMARKS

  Con tr ac to r

J KR .PK( O) .04 -5 (Borang Kelulusan Bahan)

Before material delivery at site. Each item.

C on tr ac to r

C KE .P M( P) .0 04 -1 ( Bo ra ng N/A Tindakan Sebelum Ujian PenerimaanBahan/Barangan Di Kilang) N/A JKR.PK(O).04.SKE.2B (Borang Pemeriksaan Alatan di kilang)

During FAT. Each item.

Contractor / SO rep

Measuring Devices During FAT. (Caliper, Measuring Tape, Each item. etc)

Contractor / SO rep

N/A

EVIDENCE

Before Factory Acceptance Test (FAT). Each item.

N/A

N/A JKR.PK(O).04.SKE.2B (Borang Pemeriksaan Alatan di kilang)

 AC Withstand Voltage Tester 

During FAT. Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

The full test voltage shall be applied for 60s between each winding, and all the remaining windings, core,frame connected to earth,No collapse test voltage shall occur.

d) Induced AC Withsta nd Voltage Test

1. Specific ation (L-S17)-Clause 5.2.6 & Clause 12 of MS IEC60076-3 2. J-MAL.

P ow er An al ys er

D ur in g F AT . Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

The test voltage will increased to twice rated voltage .The test duration not less than 15s. No collapse of the test voltage shall occur 

e) Measurement of No Load Loss and Current

1. Specification (L-S17)-Clause 5.2.4 2. J-MAL. 3.No load loss tolerance +15%

P ow er An al ys er

D ur in g F AT . Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

Frequency of the test source should be within 0.5% of the rated frequency. The transformer will be supplied from LV side with rated voltage

f) Measurement of Win ding Resista nce

1. Specific ation (L-S17)-Clause 5.2.1 2. J-MAL.

Transformer Resistance Test Instrument

During FAT. Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

1. The transformer shall be at rest in a constant ambient temperature for at least 3 hours before doing measurement. 2. Readings shall not be taken until current reaches a steady state condition & recommended maximun current value is 15% of In.

3. Winding Resistance and Winding temperature shall be measured at the same time.

Nota: ITP ini adalah

untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

183

INSPECTION AND TESTING PLAN - VERSION 2

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 4

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER ITEM

DESCRIPTION OF WORKS

(Con't)

POINT OF INSPECTION / TEST

TOOLS / EQUIPMENT

STAGE / FREQUENCY

RESPONSIBILITY

EVIDENCE

REMARKS

g) Measurement of Load Loss

1. Specification (L-S17). Clause 5.2.3 2. J-MAL. 3. Load loss tolerance +15%

P ow er An al ys er

D ur in g F AT . Each item.

h) Measurement of short circuit impedance

1. Specification (L-S17). Clause 5.2.3 2. J-MAL.

P ow er An al ys er

D ur in g F AT . Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

HV windings are supplied with 3 phase power, LV terminals are short circuits. Duration of the test should be as short as possible to avoid any siginificant heatings of the windings.The measured value of short circuit impedance in ohm per phase shall be corrected to reference temperature of 120 °C

i) Measurement of Voltage Ratio and Phase displacement

1. Specifications (L-S17).-Clause 5.2.2 & Sub Clause 10.3 MS IEC 60076-1 2. J-MAL

Transformer Turns Ratio Testing Instrument Meter

During FAT. Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

1. The deviation of the voltage ratio tolerance shall be ±0.5 % of declared ratio or ± 1/10 of actual % Impedance on the principal tapping, whichever is smaller. 2. The Voltage ratio are equals to 11/[email protected] 3. Vector Group Check(Dyn11) is correct.

1. Specification (L-S17)-Clause 5.2.7 2. J-MAL. 3.The maximun level of partial discharge shall be 10pC.

Partia l Discharge Tester

During FAT. Each item.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory  Acceptance Test Report 11kV Dry- Type Distribution Transformer)

1. Phase to phase pre stress voltage of 1.8Ur shall be induced for 30 s followed without interruption by phase to phase voltage of 1.3Ur for 3 minute during which the partial discharge shall be measured. 2. Partial discharge measurement shall be carried out after all dielectric tests are completed.For imported transformer supplier has to show the copy of the test report from External Test Lab.

Contractor / SO rep

JKR.PK(O).04-SKE.2A (Borang Pemeriksaan PengesahanPenerimaan Bahan)

(i).The drawing of distance layout between enclosure and transformer for 1000kVA should be endorsed by manufacturer. (ii) De-rating factor if IP 23 or Higher Enclosure is installed.

Contractor

Borang Pemeriksaan Bilik Suis/Transformer. JKR.PK(0).04…

N/A

 j) Partial Discharge Measurement

Nota: ITP ini adalah

STANDARD / REQUIREMENT

3. Deli very Materia l On Site In spection.

To conform as per approved material and FAT. (complete with enclosure). Transformer Enclosure-Standard MS IEC60529):-

N/A

Upon delivery at site. For each delivery.

4. Transformer Room Requirement

1.Specification L-S17-Clause 11.0 2. Approved Shop Drawing

N/A

BeforeInstallation.

MANUFACTURERCompetent Person (Chargeman BO)

CKE.PM(P).004-1 (Factory The load loss shall be derived and  Acceptance Test Report 11kV corrected to reference temperature of Dry- Type Distribution 120° C Transformer) Note: Total losses(No load & Load loss) tolerance +10%

untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

184

INSPECTION AND TESTING PLAN - VERSION 2

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 3 DARI 4

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER ITEM

DESCRIPTION OF WORKS

( Con't)

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

5. Installation of 11kV Dry Type Transfor mer 1. Installation Manual giv en by Manufacturer. 2. Specification (L-S17). 3.Approved method of statement (Site Testing) a) 2000 V d.c Insulatio n Resis tance Test 1. Manufactu rer's Specifi catio ns 2.Specification(L-S17)- Clause 8.2 3. R ≥ 1000 M Ohm(Ω)

b) Measurement Of Windin g Resistance

1. Manufacturer's Specifications 2. Specification (L-S17)-Clause 5.2.1

TOOLS / EQUIPMENT

Visual Inspectio n

STAGE / FREQUENCY

In-progress and upon completion of installation. Each item.

RESPONSIBILITY

EVIDENCE

REMARKS

Contractor

Borang Pemeriksaan Bilik Suis/Transformer. JKR.PK(0).04…

N/A

Insulation Tester(Megger Tester)

During Site Testing & Commissioning. Each item.

Contractor/ Competent Person (Chargeman BO)

JKR.C&I (Record of Continuity and Insulation Resistance Test)

N/A

Transformer Resistance Test Instrument

During Site Testing & Commissioning. Each item.

Contractor/ Competent Person (Chargeman BO)

Manufacturer/Supplier Test Sheet

1. The transformer shall be at rest in a constant ambient temperature for at least 3 hours before doing measurement. 2. Readings shall not be taken until current reaches a steady state condition & recommended maximun current value is 15% of In. 3. Winding Resistance and Winding Temperature shall be measured at the same time.

c) 24 kV a.c pressure test for 1.0 min ute

Nota: ITP ini adalah

1. Manufacturer's Specifications 2 . S pe ci fi ca ti on (L -S 17 )- Cl au se 8. 2

During Site Testing & H i - Po t P re ss ur e T es te r   Commissioning. Each item.

Contractor/ Competent Person (Chargeman BO)

Manufacturer/Supplier Test Sheet

N/A

Manufacturer/Supplier Test Sheet

N/A

d) Testing and setting of safety devices and 1. Manufacturer's Specifications measuring gauges. 2. Specification (L-S17)- Clause 8.2

Measuring devices

Upon completio n of Testin g and setting of safety devices and measuring gauges. Each item.

Contractor/ Competent Person (Chargeman BO)

e) Any other tests as recommended by the manufacturer and the supplier 

1. Manufacturer's Specifications 2. Specification (L-S17)- Clause 8.2

Measurin g devices

During Site Testing & Commissioning. Each item.

Contractor/ Competent Person (Chargeman BO)

Manufacturer/Supplier Test Sheet

N/A

f) Measurement of voltage ratio

1.Specifications (L-S17).-Clause 5.2.2 & Sub Clause 10.3 MS IEC 60076-1

Transformer Turns Ratio Testing Intrument Meter 

During Site Testing & Commissioning. Each item.

Contractor/ Competent Person (Chargeman BO)

Manufacturer/Supplier Test Sheet

1. The deviation of the voltage ratio tolerance shall be ±0.5 % of declared ratio or ± 1/10 of actual % Impedance on the principal tapping, whichever is smaller. 2. The Voltage ratio are equals to 11/[email protected]

untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

185

INSPECTION AND TESTING PLAN - VERSION 2

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 4 DARI 4

HIGH TENSION SYSTEM: 11kV DRY TYPE TRANSFORMER ITEM

DESCRIPTION OF WORKS

(Con't)

Nota: ITP ini adalah

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

g) Earthing Installation

1. Spesification L-S17- Clause 7.0 2. Earth Resistance ≤ 1 Ohm(Ω)

h) Func tional Test.

Functional and working proper ly c omplied to specification L-S17

TOOLS / EQUIPMENT

STAGE / FREQUENCY

RESPONSIBILITY

Earth Tester 

In progress and upon completion of installation. Each Item

C on tr ac to r

Phase sequence tester ( At MSB)

Upon completion of other tests above. Each item.

TNB Representative/ Contractor/ Competent Person

EVIDENCE

REMARKS

S en ar ai S ema k B IL IK SUIS/TRANSFORMER/RMU dan Pengujian

1. The neutral point of the LV system of the transformer shall be solidly earthed. The frameworks and all non carrying metal parts of the transformer shall be earth similarly. 2. The copper tape/bar with dimension not less than 25mm x 6 mm shall be installed around 4 walls of the transformer room at a height of 300mm from finished floor level and shall be bolted to the frame earthing terminal of the transformer. 3. The neutral earthing and frame earthing of the transformer shall be separately connected to its own group of earth electrodes. 4. The neutral earthing & frame earthing shall be connected to its electrodes by means of green pvc insulated copper cable.

(i) USPM/P/CPS (ii) Borang JKR.PK(0).04SKE.6A(Pengesahan PentaulihanPemasangan Elektrik)

Warranty Letter

untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

186

INSPECTION AND TESTING PLAN - VERSION 2

 HIGH TENSION SYSTEM : HT SWITCHGEAR WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

 HIGH TENSION SYSTEM : HT SWITCHGEAR ITEM

1.

Nota: ITP ini

DESCRIPTION OF WORKS

11 kV Switchgear

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

TOOLS /

STAGE /

RESPONSIBILITY

EVIDENCE

EQUIPMENT

FREQUENCY

1. Material submission approval

1. Contract Document. 2. Shop Drawing. 3. Technical Submittal (i.e : catalogue, brand & model).

N/A

Prior to manufacture of switchgear / Once for each type of material

Contractor

JKR.PK(O).04-5 (Borang Pemeriksaan Mockup/bahan)

2. Factory Acceptance test for 11kV Switchgear.

1. Manufacturer's Specification. 2. Design Requirement. 3. Specification (L-S15). 4. TNB requirement Calibration cert

N/ A

P rior to de li very to si te. / Upon completion of manufacturing.

Con trac to r

J KR .P K( O). 04-S KE .2B (Borang Pemeriksaan/Ujian  Alatan Di Kilang) Test Report

3. Material o n site inspection

To confirm with material s ubmisson as per   approved

N/A

Upon material delivered at project site/Once for each material / delivery

Contractor / SO rep

4. Switch Room Requirement.

1. Specification (L-S15).

N/A

Upon completion of the room. / Once for each room

Con trac to r

5. Switchgear Installation.

1. Approved Shop Drawing 2. Approved Method Statement 3. Specification (L-S15).

N/A

In-progress and upon completion of installation. / Once for each installation

Contractor/Competant person

Senarai Semak PANEL SUIS

6. Earthing Installation.

1. Approved Shopdrawing 2. Specification (L-S15). 3. Resistance ˂ 1 ohm

E art h T es ter

I n-pr ogr es s an d up on completion of installation. / Once for each installation

Contractor/Competant person

Senarai Semak BILIK SUIS/TRANSFORMER/RMU dan Pengujian

7. P rotective Relay Test.

1. Manufac turer's Specification. 2. Specification (L-S15) 3. Functioning

Measuring Devices

Prior to energizing. / During Testing & Commisioning.

Contractor/Competant person

Senarai Semak PENGUJIAN

8. Insulation Resistance Test : a) Circuit Breaker  b) Current Transformer  c) Voltage/ Potential Transformer 

1. Manufacturer's Specification. 2. Specification (L-S15) 3. Functioning

Insula tion Tester

Prior to energizin g. / During Testing & Commisioning.

Contractor/Competant person

Senarai Semak PENGUJIAN

9. Pressure Test. a) Circuit Breaker  b) Voltage Transformer 

1. Manufacturer's Specification. 2. Specification (L-S15) 3. Functioning

Power Frequency Test Set

Prior to energizing. / During Testing & Commisioning.

Contractor/Competant person

Senarai Semak PENGUJIAN

REMARKS

JKR.PK(O).04-SKE.2A (BorangPengesahan Penerimaan Bahan)

S enar ai S emak B ILI K SUIS/TRANSFORMER/RMU

adalah untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

187

INSPECTION AND TESTING PLAN - VERSION 2

 HIGH TENSION SYSTEM : HT SWITCHGEAR WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

 HIGH TENSION SYSTEM : HT SWITCHGEAR ITEM

DESCRIPTION OF WORKS

(Con't)

2 11 kV Cable

Nota: ITP ini

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

TOOLS /

STAGE /

RESPONSIBILITY

EVIDENCE

EQUIPMENT

FREQUENCY

10. Ratio Test : a) Current Transformer  b)Voltage/ Potential Transformer 

1. Manufacturer's Specification. 2. Specification (L-S15) 3. Functioning

1.CurrentInjection Set 2. Voltage Injection Set

Prior to energizing. / During Testing & Commisioning.

Contractor/Competant person

Senarai Semak PENGUJIAN

Dielectric and Power Frequency Voltage Test :

1. Manufacturer's Specification. 2. Specification (L-S15) 3. Functioning

1. Insulation Tester 2. Power Frequency test set

11. Funtional Test : a) VCB Auxiliary Relay,Mechanical ,Elektrical function b) Heater Circuit, indicators lightVoltage/ Potential Transformer 

Functional

N/A

Upon completion of other test above. / During Testing & Commisioning.

Contractor/Competant person

Senarai Semak PENGUJIAN

1. Material submission approval

1. Contract Document. 2. JMAL 3. Technical Submittal (i.e : catalogue, brand & model).

N/ A

P rio r t o d el iv er y t o s it e. / Onc e for each type of material

Contractor

2. Mat er ial on sit e i ns pec tio n

1 . Man uf ac ture r' s S pe cif ic at io n. 2. Design Requirement. 3. Specification (L-S13).

N/A

Upon delivery at site. / Onc e for each material / delivery

Contractor / SO rep

3. Cable installation

1. Approved Method Statement 2. Specification (L-S13)

N/A

In-progress and upon completion of installation. / Once for each installation

Contractor/Competant person

Senarai Semak KABEL BAWAH TANAH VOLTAN TINGGI

4. Continuity Test

1. Approved Method Statement 2. Specification (L-S13)

Upon Completion of cable installation / Once for each cable

Contractor/Competant person

Senarai Semak PENGUJIAN

5. Insulation Resistance Test

Resistance

Insulation Tester

Upon Completion of continuity test / Once for each cable

Contractor/Competant person

Senarai Semak PENGUJIAN

6. Phase Sequence test

Phase sequence terminated correctly

Phase sequence tester 

Upon Completion of insulation test / Once for each cable

Contractor/Competant person

Senarai Semak PENGUJIAN

7. D.C test

Phase sequence terminated correctly

Phase sequence tester 

Upon Completion of above test / Once for each cable

Contractor/Competant person

Senarai Semak PENGUJIAN

REMARKS

JKR.PK(O).04-5 (Borang Pemeriksaan Mockup)

JKR.PK(O).04-SKE.2A (BorangPengesahan Penerimaan Bahan)

adalah untuk memberi panduan kepada Kontraktor, Perunding dan SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

188

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNAL LIGHT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

 TRAFFIC SIGNAL LIGHT : TRAFFIC SIGNAL LIGHT ITEM

1

DESCRIPTION OF WORKS

T ra ff ic S ig na l C on tr ol le r

2

Underground Cable Refer ITP 11.1.2

3

Colu mn (c/w concrete footin g) Refer ITP 11.1.5

4

Signal Head

Nota: ITP ini

POINT OF INSPECTION / TEST

S ub mi ss io n o f m at er ia l l is t / b ra nd s f or a pp ro va l

STANDARD / REQUIREMENT

Factory Acceptance Test 1. Visual Inspection. 2. Functional test. 3. Routine test.

1. App roved shop drawing. 2. Technical Submittal (Catalogue,Brand & Model) 3. Contract Document. 4. Specifications (JKR/SPJ/2008-S8).

Material on site inspection.

To conform as per approved material / FAT.

Inspection of Installation 1. Installation / Safety Aspect 2. Electrical Testing 3. Functional Safety Testing 4. Labelling / Circuit Tagging

1. Approved shop drawing. 2. Specifications (JKR/SPJ/2008-S8). 3. NTJ dan ATJ 13/87

Submission of material list / brands for approval

TOOLS / EQUIPMENT

1 . C on tr ac t D oc um en t. 2. Specifications (JKR/SPJ/2008-S8). 3. Approved shop drawing

1. Contract Document. 2. Specifications (JKR/SPJ/2008-S8). 3. Approved shop drawing

Factory Acceptance Test 1. Visual Inspection. 2. Functional test.

1. App roved shop drawing. 2. Technical Submittal (Catalogue,Brand & Model) 3. Contract Document. 4. Specifications (JKR/SPJ/2008-S8).

Material on site inspection.

To conform as per approved material.

Inspection of Installation 1. Visual Inspection.

1. App roved shop drawing. 2. Technical Submittal (Catalogue,Brand & Model) 3. Contract Document. 4. Specifications (JKR/SPJ/2008-S8). 5. NTJ & ATJ 13-87

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

S TA GE / F RE QU EN CY

B ef ore f ab ric at ion at f ac to ry

Measuring devices. Approved of Fabrication/Shop Drawing

Upon delivery at site. Once for each delivery.

Measuring devices. In-progress and upon completion of installation. Once upon completion.

N /A

B ef or e m at er ia l d el iv er y a t site.

Measuring devices. Approved of Fabrication/Shop Drawing

N/A

Upon delivery at site. Once for each delivery.

Measuring devices. In-progress and upon completion of installation. Once upon completion.

R ES PO NS IB IL IT Y

EVIDENCE

Co nt ra ct or

J KR .P K(O ). 04-5 (BorangKelulusan Bahan/Pemeriksaan Mock-up)

C on tr ac to r

1 .J KR .P K( O) .0 4- SK E. 2B (Borang Pemeriksaan/Ujian  Alatan Di Kilang). 2.Senarai Semak Pemeriksaan Lampu Isyarat 3. Test report

Contractor/ SO Rep

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

Contractor/ SO Rep

1. JKR.PK(O).04-SKE.4A (Borang Pemeriksaan Pemasangan) 2.Senarai Semak Pemeriksaan Lampu Isyarat

Co nt ra ct or

J KR .P K(O ). 04-5 (BorangKelulusan Bahan/Pemeriksaan Mock-up)

Contractor/ SO Rep

1.JKR.PK(O).04-SKE.2B (Borang Pemeriksaan/Ujian  Alatan Di Kilang). 2.Senarai Semak Traffic Signal Light 3. Test report

Contractor/ SO Rep

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

Contractor/ SO Rep

1. JKR.PK(O).04-SKE.4A (Borang Pemeriksaan Pemasangan) 2.Senarai Semak Pengujian Lampu Isyarat.

REMARKS

189

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNAL LIGHT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

 TRAFFIC SIGNAL LIGHT : TRAFFIC SIGNAL LIGHT ITEM

DESCRIPTION OF WORKS

POINT OF INSPECTION / TEST

STANDARD / REQUIREMENT

5

Cable Termination

Inspection of Installation.

1. Approved Shop Drawing. 2. Specification (LS-3 & JKR/SPJ/2008-S8 ).

6

Vehicle Detector

S ubmission of material list / brands / sample for approval

1. Contract. 2. Drawings. 3..Specifications (JKR/SPJ/2008-S8).

M at er ia l on sit e i ns pec tio n.

To c onf or m a s per app rov ed mat eria l.

Inspection of Installation.

1. Approved Shop Drawing. 2. Specification (JKR/SPJ/2008-S8).

(Type 1 : Induction Loop Cable Type 2 : IRF (Infrared) Type 3 : Camera Type 4 : Wireless etc)

TOOLS / EQUIPMENT

N/A

S TA GE / F RE QU EN CY

In-progress of installation.

Measuring devices. Before material delivery at site. Once for each material.

M eas uri ng d ev ic es . U po n de liv ery at si te. On ce for each delivery.

N/A

In-progress and upon completion of installation. Once for each zone / section.

7

Cable & Detector Pit Refer ITP 11.1.5

Inspection of Installation.

To c onform a s per a pproved d rawing a nd specification.

Measuring devices. Pre-cast concreting

8

Earthing system

Submission of material list / brands for approval

1. Contract. 2. J-MAL. 3. Specifications (L-S1 etc.).

Measuring devices. Before material delivery at site. Once for each material.

M at er ia l on sit e i ns pec tio n.

To c onf or m a s per app rov ed mat eria l.

Installation of earthing system.

1. Approved Shop Drawing. 2. Specification (L-S1 etc). 3. R < 1 Ohm

M eas uri ng d ev ic es . U po n de liv ery at si te. On ce for each delivery.

Earth Tester.

In-progress and upon completion of installation. Once for each zone / section.

R ES PO NS IB IL IT Y

Contractor/ SO Rep

Co nt ra ct or

EVIDENCE

J KR .P K(O ). 04-5 (Borang Pemeriksaan Mockup)

Contractor/ SO Rep

JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan)

Contractor/ SO Rep

Senarai Semak Pemeriksaan Lampu Isyarat.

Contractor/ SO Rep

Senarai Semak Pengujian Lampu Isyarat.

Co nt ra ct or

Contractor/ SO Rep

C on tr ac to r

REMARKS

N/A

J KR .P K(O ). 04-5 (Borang Pemeriksaan Mockup) JKR.PK(O).04-SKE.2A (Borang Pengesahan Penerimaan Bahan) J KR .P K( 0) .O 4- SK E. 3B (Pemasangan Elektrod Bumi) JKR.EER (Record of Earth Electrode Resistance Test) JKR.PK(O).04-4 (Borang Kalibrasi Peralatan) c/w Calibration Cert.)

Nota: ITP ini

adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

190

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNAL LIGHT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 1 DARI 2

LAMPIRAN 1 : SENARAI SEMAK PEMERIKSAAN LAMPU ISYARAT

BIL

PERKARA

1

VISUAL INSPECTION : -

1.1

Traffic Light Controller

Lampu Isyarat YA TIDAK

Tindakan / Catatan

1.1.1 Microprocessor-based 1.1.2 Class IP 55 (MS IEC 60529) Coated with epoxy dry-powder and oven baked semi-gloss enamel grey

1.1.3 (except for stainless steel) 1.1.4 Log Book

1.1.5 Lock & 2 Sets of Key (each controller) 1.1.6  Anti Vandalism Features (2 set of steel bar, handle with lock etc) 1.1.7 Vantilation louvre c/w wire mesh and protection 1.1.8  Anti Sticker Paint 1.1.9 Color Code : a. Golden Yellow Stripe (No. 356 BS 381C) b. Black (BS 873)

1.1.10 Labelling sticker as per approved shop drawing 1.2  Signal Head 1.2.1 Nominal diameter 300mm 1.2.2 Three optical arranged vertically 1.2.3  Arrangment (upper = red, middle = amber, lower = green) 1.2.4 Type A visor  1.2.5 Height : a. Post-Mounted = Centre of green optical shall be 2.5m above the carriageway b.

1.3 1.3.1 1.3.2 1.3.3 1.3.4 1.3.5 1.3.6 1.4

Overhead = lowest point of signal shall be not less than 5.5m or more than 6.5m above the carriageway

Column Nominal diameter 100mm Twin service door  Information Board "Aduan Kerosakan" as per approved shop drawing  Alternate orange and black band  Anti-vandalism locking device Double slot hinged service door  Vehicle Detector 

1.4.1 Type of vehicle detector as approved shop drawing

1.5

Cable and Detector Pit

1.5.1 Heavy duty pre-cast concrete pit 1.5.2 Cable pit size = 450mm (L) X 450mm (W) X 450mm (H) 1.5.3 Detector pit size = 300mm (L) X 300mm (W)

1.6

Others

1.6.1 Plinth dimension 1.6.2 Facility Switch 1.6.3 Fittngs (Lamp, Switch Socket Outlet, Heater efc ) 1.6.4 Meter TNB 1.6.5 Maintenance Tool (If Any)

Nota:

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

191

INSPECTION AND TESTING PLAN - VERSION 2

TRAFFIC SIGNAL LIGHT WORKS

KERJA ELEKTRIK

SEBAGAI GARIS PANDUAN BAGI KERJA-KERJA UNTUK PROJEK

HELAIAN 2 DARI 2

LAMPIRAN 1 : SENARAI SEMAK PEMERIKSAAN LAMPU ISYARAT

BIL

Lampu Isyarat YA TIDAK

PERKARA

Tindakan / Catatan

FUNCTIONAL INSPECTION :-

2 2.1

Green Conflict

2.2

Double lamp conflict

2.3

Sequence of phasing

2.4

Time settings

2.5

Pedestrian Facilities Test

2.6

Buzzer 

2.7

Push Button

2.8

Flashing Rate

2.9

Vehicle Detector Test

2.10

Green Wave (Integration of traffic light controller between two or more junction)

2.11

 Auto Reclosure RCCB

2.12

Earthing Test

ULASAN :

TERIMA / TIDAK TERIMA DISEMAK OLEH : ( K o n t r a k t o r )  

DISAHKAN OLEH : ( P en g u r u s P r o j e k )  

 Tandatangan :

Tandatangan :

Nama Pegawai :

Nama Pegawai :

Tarikh:

Tarikh:

Nota:

ITP ini adalah untuk memberi panduan kepada SO/PP sebagai perancangan penyediaan ITP yang perlu disesuaikan dengan kontrak yang berkaitan

192

CATATAN

CATATAN