manual penarafan hijau jkrepsmg.jkr.gov.my/images/4/40/kj2.manual_ph_jkr_1.2015.pdflangkah‐langkah...

pH JKR (JKR20801‐0017‐15) 1

MANUAL PENARAFAN HIJAU JKR

SEKTOR JALAN Naiktaraf Jalan Persekutuan – KJ 2

JKR 20801‐0017‐15

pH JKR (JKR20801‐0017‐15) 2

PRAKATA

Bermula dari Rancangan Malaysia ke‐8, JKR telah mengamalkan inisiatif‐inisiatif hijau samada dalam bentuk program mahupun projek‐projek yang dilaksanakan. Ini terbukti dengan termeterainya Green Mission pertama JKR pada tahun 2002. Pada tahun yang sama, JKR telah diberikan persijilan MS ISO 14001:1997. Bertitik tolak dari itu, JKR telah banyak mengambil langkah‐langkah ke arah pemeliharaan dan pemuliharaan alam sekitar. Lanjutan dari itu, pembangunan lestari telah mula diterapkan di dalam projek‐projek yang dilaksanakan oleh JKR. Program‐program seperti safety audit, penyelidikan ke atas Cold‐in‐Place Recycling(CIPR) Pavement dan Pervious Pavement adalah di antara inisiatif pihak JKR ke arah pembangunan lestari. Projek‐projek juga dilaksana dengan mengambilkira penerapan rekabentuk mesra pengguna, penggunaan struktur IBS dan lain‐lain lagi. Walaubagaimanapun, inisiatif‐inisiatif tersebut telah dilaksana oleh cawangan‐cawangan secara berasingan. Menyedari hakikat ini, pihak pengurusan atasan JKR telah mengambil langkah mewujudkan satu Jawatan Kuasa Induk Pembangunan Lestari JKR yang dipengerusikan oleh Ketua Pengarah Kerja Raya sendiri dan dianggotai oleh semua pengarah cawangan di ibu pejabat. Fungsi jawatan kuasa ini adalah untuk menyepadukan inisiatif‐inisiatif tersebut dan seterusnya menyusun strategi JKR kearah pembangunan lestari. Lantaran itu terbitlah inisiatif bagi menyediakan satu skim penarafan pembangunan lestari bagi kegunaan projek‐projek kerajaan. Skim ini berperanan sebagai satu alat untuk menyepadukan semua inisiatif yang telah diambil, diukur dan digunakan sebagai penanda aras kepada tahap yang telah dan perlu dicapai. Ini akan menjadikan inisiatif‐inisiatif yang telah diambil menjadi lebih komprehensif dan berimpak tinggi. Skim ini akan disediakan dalam 4 kategori iaitu :

i. Kategori KB1 ~ Bangunan Baru Bukan Kediaman ii. Kategori KB2 ~ Bangunan Sediada Bukan Kediaman iii. Kategori KJ1 ~ Jalan Baru Persekutuan iv. Kategori KJ2 ~ Naiktaraf Jalan Persekutuan dan Negeri

Pengerusi Jawatan Kuasa Penyediaan Skim Penarafan Hijau JKR (pH JKR)

pH JKR (JKR20801‐0017‐15) 3

PENGHARGAAN

Manual Penarafan Hijau JKR (pH JKR) ini telah disiapkan dengan hasil usaha yang berterusan dan dinamik oleh kakitangan Jabatan Kerja Raya (JKR). Sekalung penghargaan dan ucapan terima kasih kepada ahli jawatankuasa yang terlibat:

Bil. Nama Cawangan

1 Ir. Cheong Pui Keng Caw. Alam Sekitar & Tenaga 2 Hj. Abu Harith bin Shamsuddin Bah. Senggara Fasiliti Bangunan 3 Farah binti Abdul Samad Caw. Alam Sekitar & Tenaga

4 Sujatiah binti Tamrin Caw. Kejuruteraan Jalan dan Geoteknik

5 Ir. Rozina binti Sudin Caw. Kejuruteraan Elektrik 6 Wan Maziah binti Wan Noh Caw. Kontrak & Ukur Bahan 7 Anita binti Ibrahim Caw. Kontrak & Ukur Bahan

8 Ir. Ismail bin Abd Rahman Caw. Kejuruteraan Awam, Struktur dan Jambatan

9 Ir. Mohd Sufian bin Othman Caw. Kejuruteraan Mekanikal 10 Ir. Zailani bin Nagin Caw. Kejuruteraan Mekanikal 11 Hamizan bin Husain Caw. Kejuruteraan Mekanikal 12 Mohd Sabere bin Sulaiman Caw. Arkitek

13 Wan Zuhaimie bin Wan Salleh Caw. Kejuruteraan Jalan dan Geoteknik

14 Azlina binti Aziz Caw. Arkitek 15 Khairul Amir bin Isahak Caw. Alam Sekitar & Tenaga

16 Aminuddin bin Suhaimi Caw. Kejuruteraan Awam, Struktur & Jambatan

17 Mohd Ainor bin Yahya Caw. Kejuruteraan Elektrik

18 Mohd Fadzly bin Samsudin Bah. Perkhidmatan Kejuruteraan Senggara

19 Zolfadli bin Omar Bah. Senggara Fasiliti Jalan 20 Ezzuddin bin Ab Razad Caw. Alam Sekitar & Tenaga 21 Intan Norshahrah bt. Hj Ibrahim Caw. Alam Sekitar & Tenaga 22 Siti Khadijah binti A. Rahim Caw. Alam Sekitar & Tenaga 23 Azizul bin Hashim Caw. Alam Sekitar & Tenaga 24 Nur Azrinawati binti Ab Rahman Caw. Alam Sekitar & Tenaga

pH JKR (JKR20801‐0017‐15) 4

KANDUNGAN

PRAKATA 2

PENGHARGAAN 3

KANDUNGAN 4

PENGENALAN 5

OBJEKTIF 5

MANFAAT 5

KAEDAH 5

KRITERIA PENARAFAN 6

BUTIRAN PEMARKAHAN 7

KEPERLUAN PENGESAHAN 7

KLASIFIKASI PENARAFAN 7

PENYENGGARAAN PENARAFAN 7

PROSES KERJA

PERINGKAT 1 (P1) PERMOHONAN DAN PENDAFTARAN 8

PERINGKAT 2 (P2) PENILAIAN REKABENTUK 9

PERINGKAT 3 (P3) VERIFIKASI PEMARKAHAN 10

PERANAN & TANGGUNGJAWAB 11

LAMPIRAN A SENARAI KEPERLUAN PENGESAHAN 12

LAMPIRAN B BORANG BERKAITAN

JKR/ pH JKR /BRG01 BORANG PERMOHONAN DAN PENDAFTARAN 19

JKR/ pH JKR /BRG02 BORANG PENGEMUKAAN DOKUMEN 21

SENARAI KRITERIA PENARAFAN

pH JKR (JKR20801‐0017‐15) 5

PENGENALAN Skim Penarafan Hijau JKR (pH JKR)adalah satu alat yang dapat digunakan oleh pelaksana projek kerajaan bagi mengukur tahap kelestarian sesebuah pembangunan. Ia telah dibangun berasaskan tahap pengoperasian pembangunan kerajaan sediada dan juga keperluan yang telah ditetapkan ke atas projek‐projek kerajaan. Oleh itu, skim ini adalah lebih mesra kepada tahap pencapaian pembangunan kerajaan. OBJEKTIF Objektif pH JKR adalah :

i. Menjadi satu alat pengukur pencapaian tahap kelestarian di antara projek‐projek pembangunan kerajaan

ii. Memudahkan penambahbaikan dibuat dari masa ke semasa iii. Menjadi galakan supaya pembangunan dilaksana dan beroperasi secara lestari

MANFAAT

Mengurangkan penggunaan bahan mentah Mengurangkan penggunaan bahan bakar fosil Menghasilkan tenaga Mengurangkan penggunaan air Mengurangkan pelepasan udara Mengurangkan pelepasan gas rumah hijau Mengurangkan pencemaran air Mengurangkan sisa pepejal Memulihara habitat Mewujudkan habitat Mengurangkan jejak karbon

KAEDAH

Peringkat 1 ~ Permohonan & Pendaftaran (rujuk proses kerja P1)

Peringkat 2 ~ Penilaian Reka Bentuk (rujuk proses kerja P2)

Peringkat 3 ~ Verifikasi Pemarkahan (rujuk proses kerja P3)

pH JKR (JKR20801‐0017‐15) 6

pH JKR (JKR20801‐0017‐15) 7

KRITERIA PENARAFAN Jalan‐jalan yang didaftarkan untuk mengikuti Skim pH JKR ini akan diberi penarafan berdasarkan 6 kriteria utama berikut :

Abb. Kriteria SM Sustainable Site Planning & Management EW Environment & Water AE Access & Equity CA Construction Activities MR Material & Resources PT Pavement Technologies IN Innovation

SM ~ Sustainable Site Planning & Management Kebanyakan tapak projek kerajaan telah dkenalpasti terlebih dahulu. Maka kebebasan pemilihan adalah agak terhad. Namun, tapak yang telah dikenalpasti masih perlu diurus dan dibangunkan secara lestari supaya meminimakan impak terhadap alam sekitar.

EW ~ Environment & Water Kerja tanah, kawalan air kelodak dan pengurusan air ribut perlu di jalankan secara lestari. Pemulihan dan Pemeliharaan alam sekitar juga perlu ambil perhatian. AE ~ Access & Equity Keselamatan dan kesejahteraan pengguna jalan dapat ditentukan dengan menjalankan audit keselamatan di setiap peringkat pembangunan. Penyediaan pejalan kaki, jejantas, laluan motosikal juga dapat meningkatkan tahap keselamatan pengguna. Kawasan rehat & rawat dan anjung tinjau pemandangan dapat menambahkan lagi kesejahteraan pengguna jalan. CA ~ Construction Activities Kualiti jalan dapat ditingkatkan dengan penggunaan ISO 9001 sepanjang tempoh pembangunan dijalankan. Tahap keselamatan pengguna juga perlu di tingkatkan semasa jalan diselenggara atau dinaiktaraf MR ~ Material & Resources Pengurangan, penggunaan semula dan kitar semula bahan perlu di beri perhatian supaya dapat mengurangkan kadar penghapusan sumber semulajadi. Kecekapan penggunaan bahan juga perlu ditekankan. PT ~ Pavement Technologies Teknologi terkini di dalam rekabentuk dan pembinaan jalan yang dapat menambah kelestarian sesebuah jalan juga diambil berat. IN ~ Innovation Inisiatif dan rekabentuk yang inovatif yang selaras dengan misi kerajaan

pH JKR (JKR20801‐0017‐15) 8

BUTIRAN PEMARKAHAN

Kriteria Markah Peratusan (%)

1. Sustainable Site Planning & Management

19 20

2. Pavement Technologies 16 17

3. Environment & Water 5 6

4. Access & Equity 17 18

5. Construction Activities 13 14

6. Material & Resources 18 19

7. Innovation 5 6

JUMLAH 93 100

KEPERLUAN PENGESAHAN

Sila Rujuk Lampiran A

KLASIFIKASI PENARAFAN

Peratusan (%) Bintang Penarafan PH JKR

40 ‐ 49 Potensi Pengiktirafan

50 ‐ 69 Amalan Pengurusan Terbaik

70 ‐ 84

Kecemerlangan Nasional

85 ‐ 100 Kecemerlangan Global

PENYENGGARAAN PENARAFAN

Penarafan hanya sahlaku dalam tempoh DUA(2) tahun dari tarikh sijil dikeluarkan. Penyenggaraan penarafan perlu dibuat setiap DUA(2) tahun berikutnya.

Permohonan untuk penarafan semula perlu dibuat ENAM(6) bulan sebelum tarikh sahlaku tamat dengan melalui Peringkat 3 (P3): Verifikasi Pemarkahan.

pH JKR (JKR20801‐0017‐15) 9

PROSES KERJA PERINGKAT 1 (P1)

PERMOHONAN & PENDAFTARAN

Pemudahcara pH JKR dilantik dikalangan pasukan pengurusan projek

HOPT

Projek didaftar untuk menjalankan penarafan

YA

Borang Permohonan & Pendaftaran dikemukakan

kepada Pasukan Pelaksana pH JKR (JKR/pH JKR/BRG01)

Semak Kecukupan Dokumen

HOPT

Pasukan Pelaksana

TIDAK

Tambahan maklumat

Pasukan Pelaksana

pH JKR (JKR20801‐0017‐15) 10


PENILAIAN REKABENTUK

Penarafan Sementara dikeluarkan

LULUS

J/kuasa pH JKR bersidang untuk bincang setiap

pengemukaan

Keputusan Jawatan Kuasa

Tambahan maklumat

TIDAK LULUS

Semak Kecukupan Dokumen

Kemuka dokumen beserta Borang Pengemukaan untuk penilaian (JKR/pH JKR/BRG02)

TIDAK

YA

Tambahan maklumat

J/Kuasa pH JKR

Pemudahcara

J/Kuasa pH JKR

Pasukan Pelaksana

Pasukan Pelaksana

pH JKR (JKR20801‐0017‐15) 11


VERIFIKASI PEMARKAHAN

Permohonan untuk verifikasi apabila projek siap (JKR/pH JKR/BRG02)

Sesi verifikasi bersama pasukan projek

Pasukan verifikasi ditubuhkan

Sijil Penarafan dikeluarkan

J/Kuasa pH JKR bersidang untuk membuat keputusan

Pemudahcara

J/Kuasa pH JKR

Pasukan verifikasi

Pasukan Pelaksana

Pasukan Pelaksana

pH JKR (JKR20801‐0017‐15) 12

PERANAN & TANGGUNGJAWAB

BIL. PERANAN

TANGGUNGJAWAB

HOPT

HODT

PEMUDAH‐

CARA

pH

JKR

PASU

KAN

PELA

KSANA

pH JK

R

J/KU

ASA

pH

JKR

PASU

KAN

VER

IFIKASI

1. Permohonan untuk pendaftaran penarafan melalui borang JKR/pH JKR/BRG01

2. Semakan borang permohonan pendaftaran JKR/pH JKR/BRG01

3. Pelantikan pemudahcara

4. Penyelarasan untuk penyediaan borang penilaian rekabentuk JKR/pH JKR/BRG02

5. Pengisian borang penilaian rekabentuk JKR/pH JKR/BRG02

6. Pengemukaan borang penilaian rekabentuk JKR/pH JKR/BRG02

7. Semakan borang penilaian rekabentuk JKR/pH JKR/BRG02

8. Penilaian rekabentuk dan penarafan sementara

9. Pengeluaran penarafan sementara kepada pasukan projek

10. Penyelarasan untuk penyediaan borang permohonan verifikasi pemarkahan JKR/pH JKR/BRG02

11. Pengisian borang permohonan verifikasi pemarkahan JKR/pH JKR/BRG02

12. Pengemukaan borang permohonan verifikasi pemarkahan JKR/pH JKR/BRG02

13. Penubuhan pasukan verifikasi

14. Pelaksanaan sesi verifikasi bersama pasukan projek

15. Penilaian dan penarafan

16. Pengeluaran Siji Penarafan kepada pasukan projek

pH JKR (JKR20801‐0017‐15) 13

LAMPIRAN A

SENARAI KEPERLUAN PENGESAHAN (SEKTOR JALAN)

Setiap markah yang dimohon perlu mendapatkan pengesahan dari pakar yang berkenaan sebelum markah diambilkira.

No KRITERIA Pengesahan

Oleh PM MM

SM SUSTAINABLE SITE PLANNING AND MANAGEMENT SM 1 REQUIREMENT FOR UPGRADING WORKS

Traffic Study 1 Axle Load Study 1 Flood records 1 Accident reports 1 Response to public complaints and requests 1 Structure replacement 1 Cost Benefit Analysis 1 As built drawings 1 7

SM 2 ROAD ALIGNMENT

Less than 6 berms J 1 Cut slope less than 1:1.5 J 1 Fill slope more than 1:2 J 1 Maximum grade less than 7% J 1 No reclamation involved J 1 Provide added uphill lane (climbing lane) where the length of critical grade exceeds 5%

J 1 5

SM 3 SERVICES FOR DISABLED USERS

Crossing for disabled users with noise making devices installed

A 1

Walkway access for disabled users by providing sidewalks sloped for easy access

A 1 2

SM 4 SITE VEGETATION

Use non‐invasive plant species AST 1 use native plant species only AST 1 use of grass/creeper for slope protection/unpaved shoulder

AST 1

Hydroseeding with recycled fibrous material (Example: Fibromat, Paddy Straw, Coconut husk, Rice husk)

AST 1

Preservation of existing vegetation AST 1 Use bio‐engineering techniques ( example : vetiver grass, creeper and regeneration of natural plant species and material )

AST 1 5

TOTAL SM 19

pH JKR (JKR20801‐0017‐15) 14


Oleh PM MM

PT PAVEMENT TECHNOLOGIES PT 1 EXISTING PAVEMENT EVALUATION

Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition.i. Surface Condition Surveyii. Coring & Dynamic Cone Penetrometer test

J 1

Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition.i. Surface Condition Surveyii. Coring & Dynamic Cone Penetrometer testiii. Deflection test

J 3

Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition.i. Surface Condition Surveyii. Coring & Dynamic Cone Penetrometer test iii. Deflection testiv. Trial pit & Laboratory test

J 5 5

PT 2 PERMEABLE PAVEMENT

Use of permeable (porous) pavement mix design with higher range of air void (18 ‐25%)

J 1

Drainability shall be sufficient to allow satisfactory drainage of drain water during heavy rainfall

J 1

Drainability shall not be less than 10 litre/minute for 54cm2 area, 50mm thickness

J 1 3

PT 3 QUIET PAVEMENT

The pavement mix design able to reduce tire noise to not more than 80dBA

J 2 2

PT 4 PAVEMENT PERFORMANCE TRACKING

Use a process that allows construction quality measurements and long‐term pavement performance measurements to be spatially located and correlated to one another.

J 2 2

PT 5 LONG‐LIFE PAVEMENT

pH JKR (JKR20801‐0017‐15) 15


Oleh PM MM

(New Project) Design at least 75% of the total new or reconstructed pavement surface area for regularly trafficked lanes of pavement to meet long life pavement design criteria. Compute the total surface area of all trafficked lanes and show that a minimum of 75% of that area is designed for long life. Do not include shoulders, medians, sidewalks and other paved areas in the computation. Long life pavement is defined as a pavement structure that is designed using a minimum 40 year design life. (Existing pavement) At least partially are remaining in place in any condition. The credit point shall be given based on the final pavement structure which may including existing pavement remaining in place and any new pavement structure added. In this manner, a diamond grind of an existing PCC pavement or an overlay of an existing asphaltic pavement will be qualify for this point if the resultant pavement structure meets the criteria of this credit.

J 2

Meet the requirements of Long Life Pavement Design Graph OR Pavement design is in accordance with a design procedure that is Formally recognized, adopted and documented by the project owner.

J 2 4

TOTAL PT 16

EW ENVIRONMENT & WATER EW1 ENVIRONMENTAL MANAGEMENT SYSTEM

ISO 14001:2004 certification for main contractor AST 3 3 EW2 STORMWATER MANAGEMENT

Develop a stormwater management plan for the site using stormwater best management practices (BMP) for flow control in conformance to the Stormwater Management Manual for Malaysia (MASMA) and EMS ISO 14001:2004. Demonstrate that the planned BMPs to conform to all applicable 5% above minimum flow control standards set by MASMA and EMS ISO 14001: 2004.

C 1

Develop a stormwater management plan for the site using stormwater best management practices (BMP) for water quality control in conformance to the Stormwater Management Manual for Malaysia (MASMA) and EMS ISO 14001:2004. Demonstrate that the planned BMPs to conform to all applicable 5% above minimum water

C 1 2

pH JKR (JKR20801‐0017‐15) 16


Oleh PM MM

quality standards set by MASMA and EMS ISO 14001: 2004.

TOTAL EW 5

AE ACCESS & EQUITY AE 1 SAFETY AUDIT

Road Safety Audit Stage 1‐3 (Design Stage) J 1 Road Safety Audit Stage 4 Part I‐III (Construction Stage) J 1 Road Safety Audit Stage 5 (Operational Stage) J 1 Additional Audit For Traffic Management During Construction

J 1 4

AE 2 PEDESTRIAN ACCESS

Zebra Crossing, Signalised Pedestrian Crossing and Refuge Island

J 1

Overhead Pedestrian Bridge J 1 Sidewalk / Walkway and Raised Crosswalk J 1 3

AE 3 MOTORCYCLE LANE

Paved shoulder, non‐exclusive motorcycle lane and end treatment at junction

J 1

Exclusive motorcycle lane J 2 Overhead motorcycle bridge J 1 Motorcycle shelter J 1 5

AE 4 TRANSIT AREAS

Provide transit stations or stop amenities along the project location.

J 1

Improve 20% existing transit station or stop amenities within 200m from project ROW.

J 1

Provide access to new park & ride lots in strategic locations.

J 1 3

AE 5 SCENIC VIEWS

Provide at least one access from the project to a designated area for vehicles to exit the traffic stream.

J 1

Provide park area for road user to stop and experience the scenic views at strategic location.

J 1 2

TOTAL AE 17

CA CONSTRUCTION ACTIVITIES CA 1 QUALITY MANAGEMENT SYSTEM

MS ISO 9001 : 2008 certification for main contractor. J 3 3 CA 2 FOSSIL FUEL REDUCTION

Reduce the fossil fuel requirements by using biodiesel or biodiesel blends/renewable energy sources as replacement for fossil fuel.

J 2

pH JKR (JKR20801‐0017‐15) 17


Oleh PM MM

Alternative method of construction which require less fuel consumption

J 2 4

CA 3 CONSTRUCTION WASTE MANAGEMENT PLAN

Create, establish, implement and maintain a formal construction waste management plan during road construction.

AST 2 2

CA 4 TRAFFIC MANAGEMENT PLAN

Create, establish and implement a formal traffic management plan during road construction.

J 2 2

CA 5 SITE MAINTEBABCE PLAN

Prepare, establish and implement site maintenance plan during construction.

J 2 2

TOTAL CA 13

MR MATERIAL AND RESOURCES MR 1 PAVEMENT REUSE

Reuse at a minimum 30% of existing pavement materials by estimated volume

J 3

Reuse of existing material other than pavement materials 1 4 MR 2 GREEN PRODUCTS

Any material that use certified eco‐label and recognized by JKR.

J 2 2

MR 3 REGIONAL MATERIALS

Use materials or products that have been extracted and manufactured within the same region of project site

U 2 2

MR 4 LOCAL PRODUCTS

Credit given to any material used that have a minimum 20% of local material content of its weight

U 1 1

MR 5 RECYCLED MATERIALS

Use recycled materials as a substitute for virgin materials. Credit given to any material used that have a minimum 5% of recycled material content of its weight.

J 1

Provide a proper location for collection and storage of recyclable construction waste

J 1

Provide several dumpster to segregate construction waste on‐site

J 1 3

MR 6 ENERGY EFFICIENCY

All systems should be designed to minimized energy use, while meeting lighting requirement as per MS 825 part 1:2007. To achieve an effective energy‐efficient design, first select proper lamp/ballast combination that produces high lumens per watt, then select fixtures with high efficiency and proper light distribution, and properly space the fixtures to meet design requirements without glare,light trepass, or light pollution.

E 1 1

MR 7 LIFE CYCLE ASSESSMENT

pH JKR (JKR20801‐0017‐15) 18


Oleh PM MM

Conduct a detailed process‐based lifecycle assessment according to the Total Asset Management Manual frameworks for the final road design.

S 3 3

MR 8 ROAD INVENTORIES

Provide established master inventory of material/product of existing road.

S 1

Provide updated master inventory of material/product after completion of upgrading works.

S 1 2

TOTAL MR 18

IN INNOVATION

Come up with an idea for a design or construction best practice for road that is not currently included in Jalan Lestari Manual and is more sustainable than standard or conventional practices.

J 5 5

TOTAL IN 5

GRAND TOTAL 93

PETUNJUK

Abb. Pengesah

A Cawangan Arkitek C Caw. Kej.Awam, Struktur dan JambatanJ Caw. Kejuruteraan Jalan & GeoteknikM Caw. Kej. Mekanikal E Caw. Kej. Elektrik

AST Caw. Alam Sekitar & TenagaS Caw. Kej. Senggara U Caw. Kontrak & Ukur Bahan

PM – PECAHAN MARKAH

MM – MARKAH MAKSIMUM

pH JKR (JKR20801‐0017‐15) 19

LAMPIRAN B

BORANG BERKAITAN

pH JKR (JKR20801‐0017‐15) 20

[JKR/pH JKR/BRG01‐1]

BORANG PERMOHONAN & PENDAFTARAN

MAKLUMAT PROJEK

Nama Projek : ……………………………………………………………………….…………………………………………………....

…………………………………………………………………………………………………………………………………………………...

Jenis Pembangunan:

Kod Kategori SilaTandakan Yang

Berkenaan

KB 1 Bangunan Baru Bukan Kediaman

KB 2 Bangunan Sediada Bukan Kediaman

KJ 1 Jalan Baru Persekutuan

KJ 2 NaiktarafJalan Persekutuan dan Negeri

Nama Agensi Pelanggan : ……………………………………………………………………………………………………………

MAKLUMAT PASUKAN PENGURUSAN PROJEK

Nama Ketua Pasukan Projek : ………………………………………………………………………………………………….....

Cawangan/Negeri : ………………………………………………………………………………………………….....................

No. Telefon : ……………………….…… No.Fax : ………………..…………… E‐mail : ……………………………………..

Nama Jawatan Caw./Negeri

No. Telefon

E‐mail

HODT

1.

2.

3.

4.

5.

6.

7.

8.

9.

pH JKR (JKR20801‐0017‐15) 21


MAKLUMAT PEMUDAHCARA pH JKR (Ditentukan oleh Pasukan Pelaksana pH JKR)

NamaPemudahcara pH JKR : …………………………………………………………………………………………………….

Cawangan/Negeri : ………………………………………………………………………………………………….....................

No. Telefon : ……………………….…… No.Fax : ………………..…………… E‐mail : ……………………………………..

DOKUMEN SOKONGAN

Sila kemukakan salinan dokumen – dokumen berikut :

Bil. Nama Dokumen Disertakan (sila

tandakan)

[BORANG JKR.PK(O).01‐1] ~ Senarai Semakan Brif

[BORANG JKR.PK(O).01‐2] ~ Borang Verifikasi Harta Pelanggan

[BORANG JKR.PK(O).01‐3] ~ Senarai Semakan Lawatan Tapak

Lain‐lain dokumen sokongan (sekiranya ada). Namakan :

……………………………………………………………………………………………

…………………………………………………………………………………………..

PENGEMUKAAN PERMOHONAN

Setiap permohonan hendaklah disertakan dengan maklumat dan dokumen sokongan yang

lengkap.

Saya bersetuju bahawa semua maklumat tertera di atas adalah benar :

………………………………………………………………..………… (Tandatangan Ketua Pasukan Projek) Nama :

Jawatan : Cop Rasmi

Tarikh :

pH JKR (JKR20801‐0017‐15) 22


SILA KEMUKAKAN BORANG DAN DOKUMEN SOKONGAN KEPADA: PASUKAN PERLAKSANApH JKR

CAWANGAN ALAM SEKITAR & TENAGA IBU PEJABAT JKR MALAYSIA

TING 23, MENARA PJD 50, JALAN TUN RAZAK 50400 KUALA LUMPUR

No. Daftar pH JKR :…………..................... Tarikh terima permohonan : ............…………………

Nama Projek : ……………………………

Untuk Kegunaan Pejabat

[JKR/pH JKR/BRG02‐KJ2.1]

pH JKR (JKR20801‐0017‐15) 23

PERMOHONAN PENILAIAN REKABENTUK (P2)/ VERIFIKASI PEMARKAHAN (P3)

PENARAFAN HIJAU pH JKR

SENARAI SEMAK PENGEMUKAAN DOKUMEN:

BIL. PERKARA SEMAKAN

1. Borang Pengemukaan Dokumen

2. Dokumen Pengemukaan. Semua pelan / dokumen berkaitan yang dilampirkan perlu bersaiz A4 / A3 dalam format PDF

3. Pengemukaan dokumen perlu mempunyai mukasurat hadapan yang menyatakan perkara berikut:

PERMOHONAN PENILAIAN REKABENTUK BAGI PROJEK .......................

4. Setiap kriteria perlu dipisahkan menggunakan flypage yang dilabel dan dijild kesemuanya di sebelah kiri muka surat beserta muka surat hadapan

5. Pelan / dokumen yang dilampirkan perlu merujuk kepada yang dipohon. Kriteria tersebut boleh ditanda / diwarnakan dalam pelan / dokumen tersebut. Pelan boleh dikemukakan dalam sebarang skala yang relevan dalam saiz A4/ A3.

6. Permohonan perlu mempunyai salinan dalam cakera padat (CD) dan hendaklah dikemukakan bersama – sama. Lukisan yang dikemukakan dalam bentuk hardcopy perlu disertakan dalam bentuk softcopy (Autocad Drawing) dalam cakera padat tersebut.

*Pohon rujuk Manual pH JKR untuk keterangan terperinci bagi setiap pengemukaan


pH JKR (JKR20801‐0017‐15) 24

PERMOHONAN PENILAIAN REKABENTUK (P2)/ VERIFIKASI PEMARKAHAN (P3)

PENARAFAN HIJAU pH JKR

BORANG PENGEMUKAAN DOKUMEN

Peringkat Pengemukaan: Penilaian Rekabentuk (P2) / Verifikasi Pemarkahan (P3)*

Nama Projek : Tarikh Terima:

Tarikh & No. Daftar

pH JKR:

Nama Jawatan Caw./Negeri Tandatangan

HOPT

HODT

1.

2.

3.

4.

5.

6.

7.

8.

9.

*Potong mana yang tidak berkenaan


pH JKR (JKR20801‐0017‐15) 25

DOKUMEN PENGEMUKAAN

KRITERIA Dokumen Dikemukakan

Tanggungjawab

Ruangan Pemohon

Ruangan Penilai

Peringkat Penilaian Rekabentuk (P2)

Peringkat Verifikasi Pemarkahan (P3)

Markah Dimohon & Ulasan

Markah Diluluskan Sementara (P2)

Ulasan

Markah Diluluskan

Ulasan

SM SUSTAINABLE SITE PLANNING AND MANAGEMENT

SM 1

REQUIREMENT FOR UPGRADING WORKS

1 Point : Traffic study 1 Point : Axle Load Study 1 Point : Flood records 1 Point : Accident reports 1 Point : Response to public complaints and

requests 1 Point : Structures replacement 1 Point : Cost Benefit Analysis 1 Point : As built drawings

A. Design Evaluation StageA copy of reports/ records/ data that support the requirement of upgrading works

J

B. Verification Scoring Stage NIL

SM 2

ROAD ALIGNMENT

1 Point : Less than 6 berms 1 Point : Cut slope less than 1:1.5 1 Point : Fill slope more than 1:2 1 Point : Maximum grade less than 7%

A. Design Evaluation Stage Copy of final design report which consist of design calculations, taking‐off sheet and technical drawings.

J


pH JKR (JKR20801‐0017‐15) 26


Tanggung

jawab

Ruangan Pemohon

Ruangan Penilai





Ulasan

Markah Diluluskan

Ulasan

1 Point : No reclamation involved 1 Point :Provide added uphill lane (climbing

lane) where the length of critical grade exceeds 5%

B. Verification Scoring Stage As‐built drawings

SM 3

SERVICES FOR DISABLED USERS

1 Point :Crossing for disabled users with noise making devices installed.

1 Point :Walkway access for disabled users by providing sidewalks sloped for easy

access.

A. Design Evaluation Stage A copy of approved Development Order (DO) by the local authority.

A

B. Verification Scoring Stage Photo evidence showing type and location of disabled services provided

SM 4

SITE VEGETATION


pH JKR (JKR20801‐0017‐15) 27


Tanggung

jawab

Ruangan Pemohon

Ruangan Penilai





Ulasan

Markah Diluluskan

Ulasan

1 Point :Use non‐invasive plant species 1 Point :Use native plant species 1 Point :Use of grass/creeper for slope

protection/unpaved shoulder. 1 Point :Hydroseeding with recycled local fibro

material (example: paddy straw, coconut husk, rice husk etc.)

1 Point :Preservation of existing vegetation 1 Point :Use bio‐engineering techniques

(example: vetiver grass, creeper and regeneration of natural plant species and material )

A. Design Evaluation Stage i. Spreadsheet listing type of all

plants species. ii. Design Drawing showing the

location of all plants to be planted

iii. Bill of Quantities (related items only)

iv. A copy of Environmental Impact Assessment (EIA) report if required and Environmental Management Plan (EMP).

v. A copy of specification sections relating to site vegetation including planting bed requirements. These are typically found in the Arahan Teknik Jalan 16/03 Pindaan 2008.

AST

B. Verification Scoring Stage As‐built drawing


pH JKR (JKR20801‐0017‐15) 28


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai




Markah Diluluskan Sementara

(P2)

Ulasan

Markah Diluluskan

Ulasan

PT PAVEMENT TECHNOLOGIES

PT 1

EXISTING PAVEMENT EVALUATION

1 Point: Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition. i. Surface Condition Survey ii. Coring & Dynamic Cone Penetrometer

test 3 Point: Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition. i. Surface Condition Survey ii. Coring & Dynamic Cone Penetrometer

test

A. Design Evaluation Stage i. Submit a copy of the

Pavement Evaluation reports with the intergrated analysed data.

ii. Recommended pavement rehabiliation method.

iii. Construction Drawing


J


pH JKR (JKR20801‐0017‐15) 29


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

iii. Deflection test 5 Point: Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition. i. Surface Condition Survey ii. Coring & Dynamic Cone Penetrometer

test iii. Deflection test iv. Trial pit & Laboratory test

PT 2

PERMEABLE PAVEMENT

1 Point : Use of permeable (porous) pavement mi design with higher range of air void (18 ‐25%) 1 Point : Drainability shall be sufficient to allow satisfactory drainage of drain water during heavy rainfall

A. Design Evaluation Stage Copy of the permeable pavement mix design. The mix design should have the following items highlighted : i. Name of permeable

technology ii. Tonnage of pavement on

J


pH JKR (JKR20801‐0017‐15) 30


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

1 Point :

Drainability shall not be less than 10 litre/minute for 54cm2 area, 50mm thickness

the project

iii. Tonnage of permeable pavement to be used

B. Verification Scoring Stage i. Photo of the permeable

pavement installed (processes) on the project

ii. Tonnage of actual permeable pavement used

PT 3

QUIET PAVEMENT

2 Point : The pavement mix design able to reduce tire noise to not more than 80dBA

A. Design Evaluation Stage i. Drawing showing the

location of the proposed quiet pavement.

ii. Quiet pavement design mix.

J

B. Verification Scoring Stage i. A list of pavement sections


pH JKR (JKR20801‐0017‐15) 31


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

built and their associated ii. surface material type and

surface areas. iii. Drawing and photo

showing the location of quiet pavement.

iv. Quietness test result

PT 4

PAVEMENT PERFORMANCE TRACKING

2 Point : Use a process that allows construction quality measurements and long‐term pavement performance measurements to be spatially located and correlated to one another.

A. Design Evaluation StagePavement structure design

J

B. Verification Scoring Stage Pavement performance tracking system that is operational and has been populated with the required data


pH JKR (JKR20801‐0017‐15) 32


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

PT 5

LONG‐LIFE PAVEMENT

2 Point : (New Project) Design at least 75% of the total new or reconstructed pavement surface area for regularly trafficked lanes of pavement to meet long life pavement design criteria. (Existing pavement) At least partially are remaining in place in any condition. 2 Point : Meet the requirements of Long Life Pavement Design Graph OR 2 Point: Pavement design is in accordance with a design procedure that is Formally recognized, adopted and documented by the project owner.

A. Design Evaluation Stage i. A list of pavement sections

to be built or reconstruction and their associated pavement material type, surface areas, ESALs, design thickness and subgrade CBR.

ii. A calculation to indicate the total percentage of trafficked lane pavement areas that are designed for long‐life.

iii. Design calculation iv. Drawing showing locations

of pavement sections designed for long‐life.


J


pH JKR (JKR20801‐0017‐15) 33


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

EW ENVIRONMENT & WATER

EW 1

ENVIRONMENTAL MANAGEMENT SYSTEM

3 Point : MS ISO 14001: 2004 certification for the main contractor.

A. Design Evaluation Stage Nil

AST

B. Verification Scoring Stage Copy of the ISO14001:2004 certification for the main contractor.

EW 2

STORMWATER MANAGEMENT

1 Point : Develop a stormwater management plan for the site using stormwater best management practices (BMP) for flow control in conformance to the Stormwater Management Manual for Malaysia (MASMA)

A. Design Evaluation StageDocumentation of the Stormwater Management Plan. A copy of the executive summary of the project drainage design report that

C


pH JKR (JKR20801‐0017‐15) 34


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

and EMS ISO 14001:2004. Demonstrate that the planned BMPs to conform to all applicable 5% above minimum flow control standards set by MASMA and EMS ISO 14001: 2004. 1 Point : Develop a stormwater management plan for the site using stormwater best management practices (BMP) for water quality control in conformance to the Stormwater Management Manual for Malaysia (MASMA) and EMS ISO 14001:2004. Demonstrate that the planned BMPs to conform to all applicable 5% above minimum water quality standards set by MASMA and EMS ISO 14001: 2004.

includes supporting calculation for runoff areas and runoff volume (output from any rainfall modeling software used is adequate).

B. Verification Scoring StageA copy of monthly water quality monitoring report.


pH JKR (JKR20801‐0017‐15) 35


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

AE ACCESS & EQUITY

AE 1

SAFETY AUDIT

1 Point : Road Safety Audit Stage 1‐3 (Design Stage) 1 Point : Road Safety Audit Stage 4 Part I‐III (Construction Stage) 1 Point : Road Safety Audit Stage 5 (Operational Stage) 1 Point : Additional Audit for Traffic Management during Construction

A. Design Evaluation Stagei. Submit a copy of the Road Safety Audit (RSA) Report and Designer’s Response report for Stage 1 to Stage 4.

ii. Show any exemption of any stages of audit (to be issued only by the authorized party).

J

B. Verification Scoring Stage i. Submit a copy of the Road Safety Audit (RSA) Report and Designer’s Response report for Stage 5

ii. Submit additional Audit Report for Traffic Management during construction


pH JKR (JKR20801‐0017‐15) 36


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

AE 2

PEDESTRIAN ACCESS

1 Point : Zebra Crossing, Signalized Pedestrian Crossing and Refuge Island 1 Point : Overhead Pedestrian Bridge 1 Point : Sidewalk / Walkway and Raised Crosswalk

A. Design Evaluation StageSubmit a copy of Road Safety report that focuses on pedestrian facilities and related drawings.

J


AE 3

MOTORCYCLE LANE

1 Point : Paved shoulder, non‐exclusive motorcycle lane and end treatment at junction 2 Point : Exclusive motorcycle lane 1 Point : Overhead Motorcycle Bridge 1 Point : Motorcycle shelter

A. Design Evaluation Stage i. Submit a copy of Road

Safety report that focuses on motorcycle lane facilities.

ii. Design drawings

J



pH JKR (JKR20801‐0017‐15) 37


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

AE 4

TRANSIT AREA

1 Point : Provide transit stations or stop amenities along the project location. 1 Point : Improve 20% existing transit station or stop amenities within 200m from project ROW. 1 Point : Provide access to new park & ride lots in strategic locations.

A. Design Evaluation StageSubmit a copy of transit station and stop amenities layout plan including detailed drawing.

J

B. Verification Scoring Stage Related As‐built drawings

AE 5

SCENIC VIEWS

1 Point : Provide at least one access from the project to a designated area for vehicles to exit the traffic stream. 1 Point : Provide park area for road user to stop and experience the scenic views at strategic location.

A. Design Evaluation Stage Indicate in the submitted plans where the lookout point or overlook is drawn and specified.

J

B. Verification Scoring Stage Provide a photo of the access point and a picture of the related attraction.


pH JKR (JKR20801‐0017‐15) 38


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

CA CONSTRUCTION ACTIVITIES

CA 1

QUALITY MANAGEMENT SYSTEM

3 Point : MS ISO 9001: 2008 certification for main contractor.

A. Design Evaluation StageNil

J

B. Verification Scoring Stage Documentation of the MS ISO 9001:2008 certification for the main contractor.

CA 2

FOSSIL FEUL REDUCTION

2 Point : Reduce the fossil fuel requirements by using biodiesel or biodiesel blends/renewable energy sources as replacement for fossil fuel. 2 Point : Alternative method of construction which require less fuel consumption


J

B. Verification Scoring Stage i. An evidence documents

showing the use of alternative fuels/renewable energy


pH JKR (JKR20801‐0017‐15) 39


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

sources.ii. Method statement of said

alternative construction method

CA 3

CONSTRUCTION WASTE MANAGEMENT PLAN

2 Point : Create, establish, implement and maintain a formal construction waste management plan during road construction.


AST

B. Verification Scoring Stage Copy of the project construction waste management plan. The plan should identify these items: i. Type of construction

waste ii. Expected tonnage iii. Related cost of disposal of

such waste iv. Management strategy for

waste generated from


pH JKR (JKR20801‐0017‐15) 40


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

site including household

and domestic waste

CA 4

TRAFFIC MANAGEMENT PLAN

2 Point : Create, establish and implement a formal traffic management plan during road construction.

A. Design Evaluation Stage Copy of the project Traffic Management Plan (TMP).The plan should identify these items: i. All sequence of

construction stage with appropriate traffic control devices

ii. Smooth flow of existing traffic connected to project

iii. Adequate signage and barriers

iv. Temporary road diversion where necessary

v. Adequate flagman and blinkers

J


pH JKR (JKR20801‐0017‐15) 41


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

B. Verification Scoring StageNil

CA 5

SITE MAINTENANCE PLAN

2 Point : Prepare, establish and implement site maintenance plan during construction.

A. Design Evaluation StageNIL

J

B. Verification Scoring StageRecords showing the periodic maintenance works being carried out by the contractor.


pH JKR (JKR20801‐0017‐15) 42


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

MR MATERIAL RESOURCES

MR 1

MATERIAL REUSE

3 Point : Reuse at a minimum 30% of existing pavement materials by estimated volume 1 Point : Reuse of existing material other than pavement materials

A. Design Evaluation Stage i. A calculation that shows

the computed percent of material reused including the following items at minimum: a) Total volume of

existing pavement material.

b) Total volume of reused pavement material.

c) The computed percentage of the total reused volume.

J


pH JKR (JKR20801‐0017‐15) 43


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

ii. Inventory of existing road furniture

B. Verification Scoring Stage Total volume of reused pavement material via progress payment or delivery order

MR 2

GREEN PRODUCT

2 Point : Any material that SIRIM certified eco‐label or GEN and recognized by JKR.

A. Design Evaluation StageNil

J

B. Verification Scoring StageCopy of product certification.


pH JKR (JKR20801‐0017‐15) 44


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

MR 3

REGIONAL MATERIALS

2 Point : Use materials or products that have been extracted and manufactured within the same region of project site.

A. Design Evaluation Stage A map showing the geographical centre of the project. The map must show: i. The name and location of

the project ii. The geographical center of

the project. Show the latitude and longitude or mile marker.

iii. Clearly drawn regional boundaries (i.e. northern, central, southern, eastern) drawn to scale.

U

B. Verification Scoring Stage A list of purchased basic materials or products used on the project and the billing address of the source.


pH JKR (JKR20801‐0017‐15) 45


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

MR 4

LOCAL PRODUCTS

1 Point : Credit given to any material used that have a minimum 20% of local material content of its weight


U

B. Verification Scoring Stage i. Copy of the material

certification which shows its content and copies of their specifications.

ii. Evidence showing that the material used is complied with Senarai Bahan Binaan Tempatan by IKRAM

MR 5

RECYCLED MATERIAL

1 Point : Use recycled materials as a substitute for virgin materials. Credit given to any material used that have a minimum 5% of recycled material content of its weight.

A. Design Evaluation Stage i. List of any recycle material

to be used. ii. Drawing showing

designated location of

J


pH JKR (JKR20801‐0017‐15) 46


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

1 Point : Provide a proper location for collection and storage of recyclable construction waste 1 Point : Provide several dumpster to segregate construction waste on‐site

collection and storage for recyclable construction waste

B. Verification Scoring Stage i. Copies of the specifications

for any project material that state its’ minimum recycled content.

ii. Supporting test documents such as plant proportioning records and manufacturers documentation for products that state the actual recycled material content.

iii. Photo evidence of on‐site recyclable waste collection and storage


pH JKR (JKR20801‐0017‐15) 47


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

MR 6

ENERGY EFFICIENCY

1 Point: All systems should be designed to minimized energy use, while meeting lighting requirement as per MS 825 part 1:2007. To achieve an effective energy‐efficient design, first select proper lamp/ballast combination that produces high lumens per watt, then select fixtures with high efficiency and proper light distribution, and properly space the fixtures to meet design requirements without glare, light trepass, or light pollution.

A. Design Evaluation Stage Provide a copy of the specification and/or cut sheet of the luminaries to be installed on the project. Show that these are MS 825 Part 1: 2007 compliance. Show that the lighting design complies with all applicable safety regulations for the project.

E



pH JKR (JKR20801‐0017‐15) 48


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

MR 7

LIFE CYCLE ASSESSMENT

3 Point : Conduct a detailed process‐based lifecycle assessment according to the Total Asset Management Manual frameworks for the final road design.


S

B. Verification Scoring Stage Copy of the completed LCA. This document should include the following information: i. Name and contact

information of person(s) who conducted the LCA.

ii. A list of all data sources used and the input data used.

iii. List any material inputs. iv. Detailed results of life cycle

inventory v. Life cycle impact

assessment results showing a minimum of three impact categories.


pH JKR (JKR20801‐0017‐15) 49


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

List sources of equivalency factors used.

vi. The data quality score of final alternative.

vii. A list of the top three contributing processes to the impact categories.

viii. A list of all limitations and assumptions of the study scope and data used.

MR 8

ROAD INVENTORIES

1 Point : Provide established master inventory of material/product of existing road. 1 Point : Provide updated master inventory of material/product after completion of upgrading works.

A. Design Evaluation StageA copy of established master inventory of material/product of existing road.

S

B. Verification Scoring Stage A copy of updated master inventory of material/product after completion of upgrading works.


pH JKR (JKR20801‐0017‐15) 50


Tanggungjawab

Ruangan Pemohon

Ruangan Penilai





(P2)

Ulasan

Markah Diluluskan

Ulasan

IN INNOVATION

5 Point : Come up with an idea for a design or construction best practice for road that is not currently included in Manual pH JKR and is more sustainable than standard or conventional practices.


J

B. Verification Scoring Stage A copy the specification an innovative idea and photos.


pH JKR (JKR20801‐0017‐15) 51

PERAKUAN PENILAI

Pasukan Penilai

(Cawangan)

Nama Penilai Tarikh Penilaian Tandatangan Ulasan

1

2

3

4

5

6

7

8

9

10

PENGESAHAN KETUA PASUKAN PELAKSANA

...................................... ..............................................

(Tarikh) (Cop dan Tandatangan )

pH JKR (JKR20801‐0017‐15) Sustainable Site Planning and Management 52

REQUIREMENTS FOR UPGRADING WORKS To study and review requirements for upgrading an existing road. The outcomes will be used to determine the viability of the project. 1 Point : Traffic study 1 Point : Axle Load Study 1 Point : Flood records 1 Point : Accident reports 1 Point : Response to public complaints and requests 1 Point : Structures replacement 1 Point : Cost Benefit Analysis 1 Point : As built drawings A. Design Evaluation Stage

A copy of reports/ records/ data that support the requirement of upgrading works.

B. Verification Scoring Stage

Nil A proper study needs to be conducted towards causes which lead to the upgrading of the road that may comprise any of below:

i. Traffic study report which consists of traffic volume, existing level of service (LOS) and growth rate.

ii. Flood records which shows highest flood level, magnitude, frequency and recurrence of event from relevant authorities or carry out own study.

iii. Accident reports which refer to black spot records. iv. Public response through any medium (e.g: newspaper, emails, etc). v. Structure replacement due to life span of the structure in accordance to

bridge assessment or damages. vi. Cost benefits analysis to determine values of the particular upgrading works. vii. As built drawings are essential for reference.

POTENTIAL ISSUES Unavailability of the reports / records will affect the effectiveness of upgrading work (cost, time and quality)

OBJECTIVE

CREDIT

SM 1

7 POINTS

DOCUMENTATION

APPROACHES & STRATEGIES

RELATED CREDITS • SM 2 – Road Alignment

• PT 1 – Pavement Evaluation

• MR 8 – Road Inventory

BENEFITS • Improve accountability

• Improve public delivery governance


i. Road Traffic Volume of Malaysia (Latest edition), Highway Planning Unit ii. Malaysian Highway Capacity Manual – HPU, Highway Planning Unit iii. Flood Record, Drainage & Irrigation Department

REFERENCES


ROAD ALIGNMENT To follow closely the contours to minimize high cutting and embankment. To avoid construction of road in sensitive areas such as swampy areas, forest reserved and catchment areas. 1 Point : Less than 6 berms 1 Point : Cut slope less than 1:1.5 1 Point : Fill slope more than 1:2 1 Point : Maximum grade less than 7% 1 Point : No reclamation involved 1 Point : Provide added uphill lane (climbing lane) where the length of critical grade exceeds 5% A. Design Evaluation Stage

Copy of final design report which consist of design calculations, taking‐off sheet and technical drawings.


As‐built drawings

i. Refer JKR guidelines and specifications ii. Refer Manual Saliran Mesra Alam Malaysia (MSMA) iii. Refer REAM guidelines and specifications

OBJECTIVE

CREDIT

SM 2

5 POINTS

DOCUMENTATION


RELATED CREDITS • EW 1 – Environmental Management System

• EW 2 – Stormwater Management

• AE 1 – Safety Audit

• AE 4 – Transit Areas

• AE 5 – Scenic Views

• CA 1 – Quality Management System

• MR 7 – Life Cycle Assessment

BENEFITS • Improve the quality and comforts of travelling.

• Improve local economies.

pH JKR(JKR20801‐0017‐15) Sustainable Site Planning and Management 55

EXAMPLE : Standard Typical Cross‐Section, Plan & Longitudinal Profile

Plate 1: Typical cross‐section

pH JKR(JKR20801‐0017‐15) Sustainable Site Planning and Management 56

Plate 2: Plan & Longitudinal Profile


POTENTIAL ISSUES

i. Combination of geometric design element of roads cannot be fulfilled (depends on site condition)

ii. Different design software used produce different results. For purposes of this credit, any software can be used as long as the inputs and results are justifiable, reasonable and validated by the professional working on the project.

i. Arahan Teknik (Jalan) 11/87 ii. REAM‐GL 2/2002 iii. Manual Saliran Mesra Alam Malaysia (MSMA), 2nd Edition 2010

REFERENCES


SERVICES FOR DISABLED USERS Providing dedicated facilities for disabled users. 1 Point : Crossing for disabled users with noise making devices installed. 1 Point : Walkway access for disabled users by providing sidewalks sloped for easy access.

A. Design Evaluation Stage A copy of approved Development Order (DO) by the local authority.


Photo evidence showing type and location of disabled services provided Use Uniform Building by Law(UBBL) and MS 1331 & 1184. EXAMPLE :

i. Ramp for disabled users at zebra crossing ii. Tact tiles in pedestrian walk

Plate 3: Ramp for disabled users at zebra crossing

OBJECTIVE

CREDIT

SM 3

2 POINTS

RELATED CREDITS • AE 2 – Pedestrian Access

• CA 4 – Traffic Management Plan

BENEFITS • Improve access.

• Improve mobility.

• Improve awareness.

DOCUMENTATION



Plate 4: Tactile in pedestrian walk

POTENTIAL ISSUES Many project locations do not have disabled users infrastructure or master plans to support the needs of disabled users facilities. Short term and long term goals, objectives and general disabled users strategies should be considered when accommodating disabled users within the areas.

i. Uniform Building by Law (UBBL) ii. MS 1331 & 1184 iii. Local authority’s policy

REFERENCES


SITE VEGETATION To ensure slope or earth surface covered by vegetation with less maintenance type. Promote sustainable site vegetation on slope/unpaved shoulder that does not require irrigation. 1 Point :Use non‐invasive plant species 1 Point :Use native plant species 1 Point :Use of grass/creeper for slope protection/unpaved shoulder. 1 Point :Hydroseeding with recycled local fibro material (example: paddy straw, coconut husk, rice husk etc.) 1 Point :Preservation of existing vegetation 1 Point :Use bio‐engineering techniques (example: vetiver grass, creeper and regeneration of natural plant species and material )

A. Design Evaluation Stage i. Spreadsheet listing type of all plants species. ii. Design Drawing showing the location of all plants to be planted iii. Bill of Quantities (related items only) iv. A copy of Environmental Impact Assessment (EIA) report if required and

Environmental Management Plan (EMP). v. A copy of specification sections relating to site vegetation including

planting bed requirements. These are typically found in the Arahan Teknik Jalan 16/03 Pindaan 2008.


As‐built drawing

i. Use JKR guidelines and specification. ii. In the absence of existing guidance, it may be necessary to have an expert

develop an entirely new site‐specific vegetation plan. iii. Long term maintenance plan and goals must be established for the plant

community.

OBJECTIVE

CREDIT

SM 4

5 POINTS

RELATED CREDITS • EW 2 – Stormwater Management

• MR 3 – Regional Material

BENEFITS • Reduces greenhouse gases.

• Increase aesthetics.

• Reduce soil erosion.

DOCUMENTATION



EXAMPLE :

Plate 5: Close turfing on earth surface


Plate 6: Vetiver grass system

Plate 7: Hydro‐seeding


POTENTIAL ISSUES

i. Site planting without proper integration with other road activities (eg. maintenance, roadside safety)

ii. Not considering the suitability of a plant species specific for site condition

salt tolerance and soil pH, pest susceptibility and maintenance requirement. The roadway environment might be significantly different from surrounding area, and may not necessarily support its indigenous plant species.

iii. Site vegetation must be considered in the context of soils, compaction,

slopes and hydrology in order to be successful on road projects.

iv. Disturbed soil condition must be modified to create condition that will sustain native plant growth. Planting beds should be prepared based on disturbed condition and specified in project documents.

v. There are few current studies on the vegetation of less maintenance that

designer shall refer before choosing the appropriate vegetation.

vi. Hydroseeding with recycled fibro material is relatively costly in comparable of hydroseeding alone.

Arahan Teknik Jalan 16/03 Pindaan 2008.

REFERENCES

pH JKR (JKR20801‐0017‐15) Pavement Technologies 64

EXISTING PAVEMENT EVALUATION To determine the strength and residual life of the existing pavement structure as a basis for rehabilitation design. 1 Point: Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition.

i. Surface Condition Survey ii. Coring & Dynamic Cone Penetrometer test

3 Point: Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition.

i. Surface Condition Survey ii. Coring & Dynamic Cone Penetrometer test iii. Deflection test

5 Point: Carry out the following test and intergrated data analysis to identify the current functional and structural existing road condition.

i. Surface Condition Survey ii. Coring & Dynamic Cone Penetrometer test iii. Deflection test iv. Trial pit & Laboratory test

A. Design Evaluation Stage i. Submit a copy of the Pavement Evaluation reports with the intergrated

analysed data. ii. Recommended pavement rehabiliation method. iii. Construction Drawing


i. Pavement evaluation shall only be conducted on road that the existing pavement structure will be reused as part of the new pavement.

ii. Pavement evaluation are conducted to determine functional and structural

condition of road section either for purpose of routine monitoring or planned corrective action. Functional condition is primarily concerned with the ride quality or surface texture of a highway section Structural condition

OBJECTIVE

CREDIT

PT 1

5 POINTS

DOCUMENTATION


RELATED CREDITS • PT 2 – Permeable Pavement

• PT 3 ‐ Quiet Pavement

• PT 4 – Pavement Performance Tracking

• PT 5 ‐ Long‐life Pavement

• AE 3 – Motorcycle Lane

• AE 5 – Scenic View

• MR 1 –Material Reuse

• MR 5 – Recycled Material

BENEFITS • Reduce material wastage

• Reduce Carbon Footprint

• Improve pavement quality

• Increase life span


is concerned with the structural capacity of the pavement as measured by deflection, layer thickness, and material properties.

iii. At the network level, routine evaluations can be used to develop

performance models and prioritize maintenance or rehabilitation efforts and funding. At the project level, evaluations are more focused on establishing the root causes of existing distress in order to determine the best rehabilitation strategies.

Details Pavement evaluation report should include the following test categories or other relevant evaluations:

i. Surface condition survey ii. Non‐destructive testing

a) Deflection test

iii. Destructive Testing a) Dynamic Cone Penetrometer (DCP) b) Trial Pit & Laboratory Test

Plate 8: Deflection test


Plate 9: Dynamic Cone Penetrometer (DCP)

Plate 10: Trial Pit & Laboratory Test


Visual Condition Survey Visual condition surveys cover aspects of both functional and structural pavement condition, but generally serve as a qualitative indicator of overall condition. Specialized equipment is used to quantify both functional and structural properties of the pavement structure. Ideally, for any given section of roads, two or more evaluators would arrive at the same assessment of the section’s current condition. However, there are still many aspects of pavement evaluation that are highly subjective. For example, in visual condition surveys, the percent of surface area affected by alligator cracking is highly dependent upon the visual acuity of the evaluator. Non – Destructive Testing Non‐destructive testing is the collective term for evaluations conducted on an existing pavement structure that do not require subsequent maintenance work to return the pavement to its pre‐testing state. This is generally desirable to minimize disruption to traffic, and is essential as a screening tool to determine locations where selective material sampling should be conducted to evaluate other material properties in the laboratory. Non‐destructive test may include deflection test, Determination of pavement density, determination of surface roughness or other relevant testing. Destructive Testing Destructive testing provides more detailed data about the pavement not possible to obtain through non‐destructive testing. Such detailed data include: • Laboratory mechanical, physical, and chemical properties and visual inspection of pavement layers through that obtained through coring or trial pit.

Design Elements The selection of pavement rehabilitation method should refer to the Pavement Evaluation report. The rehabilitation method should be determined using an established pavement rehabilitation system or it can be designed manually. EXAMPLE : i. Elmod ii. Rubicon iii. Circly POTENTIAL ISSUES Insufficient fund to carry out the pavement evaluation.


i. Highway Development and Management Model (HDM‐4) ii. ATJ 5/85 (Rev 2013) : Manual for the Structural Design of Flexible Pavement iii. Arahan Teknik Jalan 5/85 : Manual on Pavement Design iv. A Guide to the Visual Assessment of Flexible Surface Conditions JKR 20709‐

2060‐92 v. Interim Guide to Evaluation and Rehabilitation of Flexible Road Pavement

JKR 20709‐0315‐94

REFERENCES


PERMEABLE PAVEMENT Improve flow control and quality of stormwater runoff through use of permeable pavement 1 Point : Use of permeable (porous) pavement mix design with higher range of air void (18 ‐25%) 1 Point : Drainability shall be sufficient to allow satisfactory drainage of drain water during heavy rainfall 1 Point : Drainability shall not be less than 10 litre/minute for 54cm2 area, 50mm thickness

A. Design Evaluation Stage Copy of the permeable pavement mix design. The mix design should have the following items highlighted :

i. Name of permeable technology ii. Tonnage of pavement on the project iii. Tonnage of permeable pavement to be used


i. Photo of the permeable pavement installed (processes) on the project ii. Tonnage of actual permeable pavement used

Following some of the key design and maintenance elements will promote maximum performance of permeable pavements:

i. Design Elements ii. Clog Prevention Maintenance iii. Maintenance Repairs

Design Elements

i. Use mix design for the pavement with significant permeability 10 litre/minute for 54cm2area, 50mm thickness.

ii. Use open graded wearing course with range of air void (18 ‐25%) iii. Permeable should be laid on impermeable and relatively even bituminous

surface with adequate cross fall (minimum 2.5%) iv. Existing cracks and depression shall be sealed and patched prior to

application of porous asphalt. v. Only used static steel wheel tandem roller to compact porous asphalt

pavement layer.

OBJECTIVE

CREDIT

PT 2

3 POINTS

DOCUMENTATION


RELATED CREDITS • EW 1 – EnvironmentalManagement System

BENEFITS • Reduce Water Pollution

• Reduces Manmade Footprint


vi. Attempt to make periodic maintenance easy for owners in the design process. Pavement areas should be accessible and slope gradually to accommodate standard maintenance vehicles.

EXAMPLE : i. Porous Asphalt ii. Porous Concrete iii. Block Pavers iv. Open graded aggregate

Plate 11: Porous Asphalt


Plate 12: Porous Asphalt

Plate 13: Polymer Modified Asphalt


POTENTIAL ISSUES

i. Clogging of voids in the pavement. Routine maintenance is required to prevent clogging and optimize infiltration rates.

ii. Quality control and familiarity varies. iii. Permeable pavement may not be suitable for high volume traffic loads or

arterials. However, shoulder areas may be appropriate applications to consider.

i. Specification For Road Works Section 4 : Flexible Pavement JKR/SPJ/2008‐S4 ii. ATJ 5/85 (Pindaan 2013) Manual For the Structural Design of Flexible

Pavement

REFERENCES


QUIET PAVEMENT Improve human health by reducing tire‐pavement noise

2 Point : The pavement mix design able to reduce tire noise to not more than 80dBA

A. Design Evaluation Stage i. Drawing showing the location of the proposed quiet pavement. ii. Quiet pavement design mix.


i. A list of pavement sections built and their associated surface material type and surface areas.

ii. Drawing and photo showing the location of quiet pavement. iii. Quietness test result

Overview of quiet pavement options, fundamentals and research, including pavement design guidelines for reducing tire‐pavement noise. EXAMPLE :

i. Porous Asphalt ii. Hot Mix Asphalt iii. Open‐Graded Friction Course

POTENTIAL ISSUES

i. Without adequate prior testing on the surface course mix design, there is some risk that the constructed surface course will not meet the required limit noise level.

ii. Life‐cycle costing of the road surface using quiet pavement should be considered.

i. Standard Specification For Road Works Section 4 : Flexible Pavement JKR/SPJ/2008‐S4

ii. ATJ 5/85 (Pindaan 2013) Manual For the Structural Design of Flexible Pavement

iii. http://www.quietpavement.com/

OBJECTIVE

CREDIT

PT 3

2 POINTS

DOCUMENTATION

REFERENCES

RELATED CREDITS • EW 1 – Environment Management System

• PT 2 – Permeable Pavement

BENEFITS • Improve Human Health & Safety



PAVEMENT PERFORMANCE TRACKING Allow for more thorough performance tracking by integrating construction quality and pavement performance data.

2 Point : Use a process that allows construction quality measurements and long‐ term pavement performance measurements to be spatially located and correlated to one another. This implies four requirements:

i. Construction quality measurements must be spatially located such that the location of the quality measurement is known

ii. Pavement condition measurements must be taken at least every 2 years and must be spatially located to a specific portion of roadway or location within roadway

iii. An operational system, computer based or otherwise that is capable of storing construction quality measurements, pavement condition measurement and their spatial locations.

iv. The designated system must be demonstrated in operation, be capable of updates and have written plans for its maintenance in perpetuity.

Details This generally means spatially location construction quality measurement in a permanent location system and maintaining those records indefinitely. Examples of construction quality records include but not limited to:

i. Density test ii. Water content test iii. Bitumen content test iv. Gradation test v. Slump test vi. Air content test vii. Compressive Strength test viii. Thickness test

Examples of pavement condition measurement include, but not limited to the extent and severity of:

i. Cracking ii. Permanent deformation (rutting) iii. Bleeding iv. Faulting v. Joint Spalling

OBJECTIVE

CREDIT

PT 4

2 POINTS



BENEFITS • Increases Service Life

• Reduce Lifecycle Cost

• Improves Accountability


A. Design Evaluation Stage

Pavement structure design

B. Verification Scoring Stage Pavement performance tracking system that is operational and has been populated with the required data.

Develop and implement a pavement tracking system. EXAMPLE : i. HMA view ii. Pavement Interactive (PI) Maps iii. HDM‐4 POTENTIAL ISSUES

i. The general trend in road construction is to dispose of construction records after a prescribed amount of time set by legal obligations.

ii. It is difficult to define the concepts of performance and quality in simple terms.

iii. It is difficult to trace pavement performance issues back to construction quality due to lack of integration between construction quality control data with long‐term pavement performance data.

i. Standard Specification For Road Works Section 4 : Flexible Pavement JKR/SPJ/2008‐S4

ii. ATJ 5/85 (Pindaan 2013) Manual For the Structural Design of Flexible Pavement

DOCUMENTATION

REFERENCES



LONG‐LIFE PAVEMENT Minimize life cycle costs by promoting design of long‐lasting pavement structures. 2 Point : (New Project) Design at least 75% of the total new or reconstructed pavement surface area for regularly trafficked lanes of pavement to meet long life pavement design criteria. Compute the total surface area of all trafficked lanes and show that a minimum of 75% of that area is designed for long life. Do not include shoulders, medians, sidewalks and other paved areas in the computation. Long life pavement is defined as a pavement structure that is designed using a minimum 40 year design life. (Existing pavement) At least partially are remaining in place in any condition. The credit point shall be given based on the final pavement structure which may including existing pavement remaining in place and any new pavement structure added. In this manner, a diamond grind of an existing PCC pavement or an overlay of an existing asphaltic pavement will be qualify for this point if the resultant pavement structure meets the criteria of this credit. 2 Point : Meet the requirements of Long Life Pavement Design Graph OR 2 Point: Pavement design is in accordance with a design procedure that is Formally recognized, adopted and documented by the project owner.

A. Design Evaluation Stage i. A list of pavement sections to be built or reconstruction and their

associated pavement material type, surface areas, ESALs, design thickness and subgrade CBR.

ii. A calculation to indicate the total percentage of trafficked lane pavement areas that are designed for long‐life.

iii. Design calculation iv. Drawing showing locations of pavement sections designed for long‐

life.


OBJECTIVE

CREDIT

PT 5

4 POINTS

DOCUMENTATION


BENEFITS • Reduce Raw Material


• Reduced Fossil Fuel Use

• Increase Service Life



Generally not all pavement section on a project will be designed as long‐lasting section. This credit is not applicable to roads that are not surfaced with asphaltic or Portland cement concrete such as gravel road or road seal with bituminous surface treatment.

‐ For the existing pavement

Plate 14: Long Life Pavement Design Graph

Consider designing long‐lasting pavement that meets the requirement of this credit. EXAMPLE :

i. HMA Pavements ii. PCC Pavements



Plate 15: Long‐life pavement (HMA Pavement)

POTENTIAL ISSUES Some commonly used pavement design methods may produce pavement thicknesses that do not meet the requirements of this graph. No credit given to such designs.

i. http://www.transport‐links.org/transport_links/filearea/publications/1_764_PA3736_2001.pdf

ii. http://www.acpa.org/Downloads/LLCP.pdf

REFERENCES

pH JKR (JKR20801‐0017‐15) Environment and Water 79

ENVIRONMENTAL MANAGEMENT SYSTEM Improve environmental stewardship by using a contractor that has the formal environmental management process.

3 Point : MS ISO 14001: 2004 certification for the main contractor.



Copy of the ISO14001:2004 certification for the main contractor. i. Have a main contractor with ISO 14001:2004. ii. Have a main contractor with a documented EMS that meets the requirements of

ISO 14001:2004. EXAMPLE : While it is not possible to present an entire EMS, there is an example of key EMS documents available on http://www.jkr.gov.my/cast. POTENTIAL ISSUES i. Smaller firms may not be able to afford the ISO certification process. ii. Documentations of an EMS are not the same as having an effective EMS,

however collection of documentations is an efficient way of gathering evidence of an effective EMS.

JKR EMS MS ISO 14001:2004

OBJECTIVE

CREDIT

REFERENCES

EW 1

3 POINTS

RELATED CREDITS • CA 1 – Quality Management System

• EW 2 – Stormwater Management

BENEFITS • Reduces water use.

• Reduces air emission.

• Reduces water pollution.

• Improves human health and safety.

• Increases awareness.

DOCUMENTATION



STORMWATER MANAGEMENT To have best management practices for stormwater during construction of road project 1 Point : Develop a stormwater management plan for the site using stormwater best management practices (BMP) for flow control in conformance to the Stormwater Management Manual for Malaysia (MASMA) and EMS ISO 14001:2004. Demonstrate that the planned BMPs to conform to all applicable 5% above minimum flow control standards set by MASMA and EMS ISO 14001: 2004. 1 Point : Develop a stormwater management plan for the site using stormwater best management practices (BMP) for water quality control in conformance to the Stormwater Management Manual for Malaysia (MASMA) and EMS ISO 14001:2004. Demonstrate that the planned BMPs to conform to all applicable 5% above minimum water quality standards set by MASMA and EMS ISO 14001: 2004.

A. Design Evaluation Stage Documentation of the Stormwater Management Plan. A copy of the executive summary of the project drainage design report that includes supporting calculation for runoff areas and runoff volume (output from any rainfall modeling software used is adequate).


A copy of monthly water quality monitoring report.

i. Refer Stormwater Management Manual for Malaysia (MASMA). ii. Preserve native vegetation. iii. Protect soil with good infiltration capacity. iv. Assess the feasibility of infiltration and evapotranspiration to reduce the

needs for retention pond outside the right of way. v. Convey stormwater in swales to promote infiltration. vi. Consider geometric design for erosion control and flow moderation.

OBJECTIVE

CREDIT

EW 2

2 POINTS



BENEFITS • Reduces water pollution.

• Avoid flooding/ponding

DOCUMENTATION



EXAMPLE :

Plate 16: Swale implementation as an earth drain


Plate 17: Silt trap during construction

POTENTIAL ISSUES

i. There are numerous methods to calculate runoff volume. Many are applicable to rainfall of large magnitude and under estimate the runoff generated by various rainfall intensity.

ii. Any models that are used inherently have some limitations and assumptions. Some are better than other depending on project location.

iii. Long‐term performance data for many low‐impact development methods used for quality control are not available for road project.

i. Manual Saliran Mesra Alam Malaysia (MSMA), 2nd Edition 2010 ii. REAM‐GL 3/2004 iii. JKR EMS MS ISO 14001:2004

REFERENCES

pH JKR (JKR20801‐0017‐15) Access and Equity 83

SAFETY AUDIT Improve road safety through review by an accredited Road Safety Auditor registered with JKR. 1 Point : Road Safety Audit Stage 1‐3 (Design Stage) 1 Point : Road Safety Audit Stage 4 Part I‐III (Construction Stage) 1 Point : Road Safety Audit Stage 5 (Operational Stage) 1 Point : Additional Audit for Traffic Management during Construction

A. Design Evaluation Stage i. Submit a copy of the Road Safety Audit (RSA) Report and Designer’s

Response report for Stage 1 to Stage 4. ii. Show any exemption of any stages of audit (to be issued only by the

authorized party).

B. Verification Scoring Stage i. Submit a copy of the Road Safety Audit (RSA) Report and Designer’s

Response report for Stage 5 ii. Submit additional Audit Report for Traffic Management during

construction Follow decision agreed upon RSA Completion Meeting and incorporate in the design.

OBJECTIVE

CREDIT

AE 1

4 POINTS



BENEFITS • Improves Road Users Safety

DOCUMENTATION



EXAMPLE :

Plate 18: Road Safety Audit Report Stage 2


Plate 19: Road Safety Audit Report Stage 3

POTENTIAL ISSUES

i. The RSA process allows a design team to respond to Auditor’s comments depending on the safety issue concerned. Therefore, it is possible, if not likely, the safety issues are not addressed and the road’s overall safety does not benefit from the RSA.

ii. RSA is implemented but no corrective action done. iii. RSA not done at the right time thus producing lock‐in situation and benefits

of RSA is not fully achieved.


i. Arahan Teknik (Jalan) 11/87 ii. REAM‐GL 2/2002

REFERENCES


PEDESTRIAN ACCESS Promote walkable communities by providing pedestrian safe and friendly roads. 1 Point : Zebra Crossing, Signalized Pedestrian Crossing and Refuge Island 1 Point : Overhead Pedestrian Bridge 1 Point : Sidewalk / Walkway and Raised Crosswalk

A. Design Evaluation Stage Submit a copy of Road Safety report that focuses on pedestrian facilities and related drawings.


As‐built drawings

i. Consider how a new will impact the existing or planned pedestrian networks and integrate design elements with other facilities to mitigate overall impacts. This may mean providing connection or adaptability for future pathway, sidewalks and crossing within pedestrian networks.

ii. Design the road to accommodate existing new and planned pedestrian facilities.

OBJECTIVE

CREDIT

AE 2

3 POINTS

RELATED CREDITS • AE 1 – Safety Audit

• SM 3 – Services for Disabled Users

BENEFITS • Reduces air emissions

• Improves access

• Improves mobility

• Improves Health & Safety

DOCUMENTATION



EXAMPLE :

Plate 20: Pedestrian Bridge

POTENTIAL ISSUES Many rural areas do not have surrounding pedestrian infrastructure or master plan to support the addition of new pedestrian facilities. Short term and long term goals, objectives and general pedestrian strategies should be considered when accommodating pedestrian within the areas. Nota Teknik Jalan 18/97 : Basic Guidelines on Pedestrian Facilities

REFERENCES


MOTORCYCLE LANE Provide safe motorcycle lane within the project right of way. 1 Point : Paved shoulder, non‐exclusive motorcycle lane and end treatment at junction 2 Point : Exclusive motorcycle lane 1 Point : Overhead Motorcycle Bridge 1 Point : Motorcycle shelter

A. Design Evaluation Stage i. Submit a copy of Road Safety report that focuses on motorcycle lane

facilities. ii. Design drawings


As‐built drawings

i. Consider how a new road projects will impact the existing or planned motorcycle lane networks and integrate design elements with others facilities to mitigate overall impacts. This may mean providing connection or adaptability for future motorcycle lane, crossing or other facilities within motorcycle lane network.

ii. Design the road to accommodate existing new and planned motorcycle lane facilities.

OBJECTIVE

CREDIT

AE 3

5 POINTS

DOCUMENTATION

RELATED CREDITS • AE 1 – Safety Audit

BENEFITS • Improves access


• Improves Health & Safety



EXAMPLE :

Plate 21: Non Exclusive Motorcycle Lane

POTENTIAL ISSUES Many rural areas do not have surrounding motorcycle lane infrastructure or master plan to support the addition of new motorcycle facilities. Short term and long term goals, objectives and general motorcycle lane strategies should be considered when accommodating motorcycling within the areas. REAM‐GL 11/2011 : Guidelines for Motorcycle Facilities

REFERENCES


TRANSIT AREA Promote use of public transit facilities by providing transit shelters and park & ride for carpooling. 1 Point : Provide transit stations or stop amenities along the project location. 1 Point : Improve 20% existing transit station or stop amenities within 200m from project ROW. 1 Point : Provide access to new park & ride lots in strategic locations.

A. Design Evaluation Stage Submit a copy of transit station and stop amenities layout plan including detailed drawing.


Related As‐built drawings

i. Survey existing routes and ask stakeholders for suggestions on how to improve access to existing transit facilities during the public involvement process.

ii. Consider how a new roadway will impact the existing or planned pedestrian network and integrate design elements with other facilities to mitigate overall impacts.

iii. Locate enhancements to transit station/stop amenities at more than 20% of the station/stops along 200m ROW.

iv. Provide extra ROW width to accommodate transit shelters.

OBJECTIVE

CREDIT

AE 4

3 POINTS

DOCUMENTATION


• AE 2 – Pedestrian access


BENEFITS • Reduces air emissions

• Improves access


• Reduces Fossil Fuel Use



EXAMPLE :

Plate 22: Public transit facilities (Putrajaya Sentral)

Plate 23: Park and ride lots (Putrajaya ‐ Presint 7)


POTENTIAL ISSUES Provision of transit shelters and stop amenities often not taken into consideration due to area and budgetary constraint. Local authority’s policy

REFERENCES


SCENIC VIEWS Feature scenic, natural and recreational qualities into roadways. 1 Point : Provide at least one access from the project to a designated area for vehicles to exit the traffic stream. 1 Point : Provide park area for road user to stop and experience the scenic views at strategic location.

A. Design Evaluation Stage Indicate in the submitted plans where the lookout point or overlook is drawn and specified.


Provide a photo of the access point and a picture of the related attraction. Provide locations, such as lookout point or pullouts, where road user can stop to enjoy a scenic, historic, cultural, natural, recreational or archeological feature of the roadway area.

OBJECTIVE

CREDIT

AE 5

2 POINTS

DOCUMENTATION


BENEFITS • Increase awareness

• Increase Human Safety & Health



EXAMPLE :

Plate 24: Look Out Point

POTENTIAL ISSUES Provision of access and parking area to the lookout point often not taken into consideration due to area and budgetary constraint.

i. Local Authorities ii. Ministry of Tourism

REFERENCES

pH JKR (JKR20801‐0017‐15) Construction Activities 96

QUALITY MANAGEMENT SYSTEM Improve construction quality by using a contractor that has the formal quality management process.

3 Point : MS ISO 9001: 2008 certification for main contractor.



Documentation of the MS ISO 9001:2008 certification for the main contractor.

i. Have a main contractor with MS ISO 9001:2008 certification. ii. Have a main contractor with a documented QMS that meets the

requirements of MS ISO 9001:2008. EXAMPLE : While it is not possible to present an entire QMS, there is an example of key QMS documents available on http://www.jkr.gov.my/ POTENTIAL ISSUES

i. Smaller firms may not be able to afford the ISO certification process. ii. Documentations of QMS are not the same has having an effective QMS,

however collection of documentations is an efficient way of gathering evidence of an effective QMS.

JKR MS ISO 9001:2008

OBJECTIVE

CREDIT

CA 1

3 POINTS

DOCUMENTATION


BENEFITS • Improve Accountability

• Increase Awareness

• Improves Human Health & Safety

REFERENCES



FOSSIL FUEL REDUCTION Reduce the overall consumption of fossil fuels by using alternative fuels/renewable energy sources. To ensure that construction method used is less fuel consumption type. 2 Point : Reduce the fossil fuel requirements by using biodiesel or biodiesel blends/renewable energy sources as replacement for fossil fuel. 2 Point : Alternative method of construction which require less fuel consumption



i. An evidence documents showing the use of alternative fuels/renewable energy sources.

ii. Method statement of said alternative construction method

i. Support the environmental and health benefits of biodiesel by providing economic incentive.

ii. For foundation system, method of pile installation that can be opted are: Use jack in pile which use hydraulic hammer

EXAMPLE :

i. Palm oil bio‐diesel (Methylester + diesel + crude palm oil + olein palm oil) ii. Membina Bangunan Pejabat Lembaga Pelabuhan Johor Di Atas Lot 69989

Dan Lot 69990, Mukim Plentong, Daerah Johor Bahru, Johor iii. Cadangan Pembinaan Pejabat Dan Setor Pencegahan Kastam Di Ayer Keroh,

Melaka Tengah, Melaka

OBJECTIVE

CREDIT

CA 2

4 POINTS

DOCUMENTATION


BENEFITS • Reduces Fossil Fuel Use

• Reduces Air Emissions

• Reduce Greenhouse Gases



POTENTIAL ISSUES

i. There may be a cost premium per liter for biodiesel over that of conventional diesel fuel.

ii. Biodiesel is currently not produced in sufficient quantities to meet widespread demand.

iii. Lack of research over the renewable energy sources. iv. Installation of pile using jack in and hydraulic hammer is relatively costly in

comparable of driving method.

i. Ministry of Natural Resources & Environment ii. Palm Oil Research Institute of Malaysia (PORIM)

REFERENCES


CONSTRUCTION WASTE MANAGEMENT PLAN Create an accounting and management plan for road construction waste materials.

2 Point : Create, establish, implement and maintain a formal construction waste management plan during road construction.



Copy of the project construction waste management plan. The plan should identify these items:

i. Type of construction waste ii. Expected tonnage iii. Related cost of disposal of such waste iv. Management strategy for waste generated from site including

household and domestic waste

i. Keep accurate records and retain all waste handling invoice and receipts. Also, keep records of related saving due to waste handling.

ii. Include the construction waste management plan in agency contract documents and specifications.

iii. Set waste reduction goals and monitor the progress. iv. Develop and deliver training to workers to educate them on waste recovery

efforts being implemented onsite and compliance with the construction waste management plan.

v. Identify local facilities that accept recyclables or salvaged materials. EXAMPLE :

i. Projek Kompleks KKR, AZRB (sample of waste management plan) ii. http://www.claycorp.com/sustainable/documents/Clayco_Construction_Wa

ste_Management_Plan.pdf iii. http://www.epa.gov/rtp/campus/environmental/017419.pdf

OBJECTIVE

CREDIT

CA 3

2 POINTS

DOCUMENTATION


• CA 1‐ Quality Management System

• MR 1 – Material Reuse



BENEFITS • Reduce Solid Waste

• Reduce Manmade Footprint





POTENTIAL ISSUES

i. Specifying and creating documents for waste management practices may be unfamiliar to designers and decision‐makers.

ii. Careless behavior or lack of stewardship may be an issue that can result in recyclables being disposed, or vice versa.

iii. Proper handling of recyclable materials is a key safety issue for new and unfamiliar recycling activities. Communication and training is critical to minimize risk and preserve safety.

iv. Safety and security considerations should be taken into account relative to storage on‐site of recoverable materials of high value.

i. Environmental Quality Act (EQA), 1974 ii. Schedule Waste Regulations, 2005 iii. Arahan Teknik Jalan 16/03 Pindaan 2008

REFERENCES


TRAFFIC MANAGEMENT PLAN Develop traffic management plan for use during construction. 2 Point : Create, establish and implement a formal traffic management plan during road construction.

A. Design Evaluation Stage Copy of the project Traffic Management Plan (TMP).The plan should identify these items:

i. all sequence of construction stage with appropriate traffic control devices

ii. Smooth flow of existing traffic connected to project iii. Adequate signage and barriers iv. Temporary road diversion where necessary v. Adequate flagman and blinkers


Nil

i. Follow the traffic management plan strictly ii. Include the traffic management plan in agency contract documents and

specifications. iii. Keep records of all complaint and incident related to traffic management. iv. Revise and review traffic management plan to suit project site condition v. Develop and deliver training to workers to educate them on traffic

management efforts being implemented onsite. vi. Include itemized quantities in tender documents.

EXAMPLE : All JKR’s road projects (standard template)

OBJECTIVE

CREDIT

CA 4

2 POINTS

DOCUMENTATION


• SM 3 – Services for Disabled Users

• AE 1 – Safety Audit

• AE 2 – Pedestrian Access



BENEFITS • Improves Accountability




POTENTIAL ISSUES

i. Not following the traffic management plan as required. ii. Lack of awareness over traffic management practices during construction. iii. Not following the procedure in reviewing traffic management plan. iv. Difficulty in design TMP because lack of experience among designers. v. Traffic management implementation is not workable and suitable for

construction. vi. Inadequate provision of traffic control devices.

Arahan Teknik (Jalan) 6/85 : Guidelines for Presentation of Engineering Drawings

REFERENCES


SITE MAINTENANCE PLAN To create safe and proper site maintenance during construction.

2 Point : Prepare, establish and implement site maintenance plan during construction.

A. Design Evaluation Stage NIL


Records showing the periodic maintenance works being carried out by the contractor.

i. Prepare site maintenance plan which consists of regular maintenance works to keep site in order and safe.

ii. Ensure maintenance works are priced accordingly in the contract. iii. Keep records as evidence of works being carried out properly.

POTENTIAL ISSUES

i. Not following the site maintenance plan as required ii. Lack of awareness over site maintenance practices during construction. iii. Inadequate provision of fund for site maintenance.

Specification of Road Works Section 1: General

OBJECTIVE

CREDIT

CA 5

2 POINTS

DOCUMENTATION

REFERENCES

RELATED CREDITS • CA 3 – Construction Waste Management Plan





pH JKR (JKR20801‐0017‐15) Material and Resources 104

MATERIAL REUSE Optimize construction material and reduce carbon footprint. 3 Point : Reuse at a minimum 30% of existing pavement materials by estimated volume 1 Point : Reuse of existing material other than pavement materials

A. Design Evaluation Stage i. A calculation that shows the computed percent of material reused

including the following items at minimum: a) Total volume of existing pavement material. b) Total volume of reused pavement material. c) The computed percentage of the total reused volume.

ii. Inventory of existing road furniture

B. Verification Scoring Stage Total volume of reused pavement material via progress payment or delivery order

i. Use in place recycling technique such as hot in‐place recycling, cold in‐place

recycling and full depth reclamation. These methods qualify as reuse because the material has not crossed project boundaries.

ii. Evaluate the structural condition of existing elements such as bridges and

retaining walls. This typically determined by a structural engineer. Do not reuse elements that have been damaged by corrosion or natural hazards without review by a structural engineer.

iii. Where structural elements are determined to be inadequate for reuse, consider

salvaging them or deconstructing them for use on another project or purpose.

OBJECTIVE

CREDIT

MR 1

4 POINTS

RELATED CREDITS • MR 5 ‐ Recycled Material

• PT 1 – Existing Pavement Evaluation

• PT 5 – Long‐life Pavement

BENEFITS • Reduce consumption of raw material

• Reduce Carbon Footprint

• Reduce Solid Waste


DOCUMENTATION


EXAMPLE CALCULATION: Calculation of existing pavement reused percentage for widening an existing roadway. Description: 5 km of an existing two‐lane road with 7 m wide lanes and no shoulder is to be widened to include a 3 m wide two‐way left turn lane and 2.5 m shoulders. The existing pavement structure consists of 12 cm of HMA over 20 cm of crushed aggregate. The existing pavement is kept in place except that the top 4 cm of HMA is removed by a milling machine. New pavement of the same structure is built on either side of the existing pavement structure to accommodate the wider final alignment. Calculation logic: All 20 cm of the base material and 9 cm of the HMA are reused. The 4 cm removed by the milling machine is not considered “reused”. If it is recycled then it may qualify for consideration under MR‐5 Recycled Materials. Calculation:

Total volume of existing pavement;

Reused volume of existing pavement;

Percentage of existing pavement reused;


EXAMPLE :

Plate 25: Reclamation of existing pavement for reuse

Plate 26: Re‐usage of existing signboard


Plate 27: Relocation of existing guardrail

POTENTIAL ISSUES

i. A project may misclassify a material as “recycled” instead of “reused” ii. Pavement thickness in existing road sections may vary, therefore estimating

existing volume can be difficult. Greenroads Manual V1.5

REFERENCES


GREEN PRODUCT Use materials SIRIM certified eco‐labelschemes or equivalent (GEN ‐ Global Ecolabelling Network). 2 Point : Any material that SIRIM certified eco‐label or GEN and recognized by JKR.



Copy of product certification.

i. Install green labeled product. ii. Keep records of all expenses related to eco‐label product. iii. Compare savings of eco‐label product to conventional ones.

EXAMPLE : Eleven (11) eco‐label products:

i. Culvert ii. Precast beam iii. Guardrail iv. Delineator post v. Road stud vi. Plastic barrier vii. Street lighting (LED light ) viii. Soil stabilizer ix. Soil sealant x. Sound barrier xi. Precast roadside drain

OBJECTIVE

CREDIT

MR 2

2 POINTS

DOCUMENTATION






POTENTIAL ISSUES

i. Higher initial cost. ii. A tradeoff exists between cost and service life of eco‐label product.

i. Standards and Industrial Research Institute of Malaysia (SIRIM) Berhad ii. http://www.globalecolabelling.net/ iii. Ministry of Energy, Green Technology and Water (KeTTHA)

REFERENCES


REGIONAL MATERIALS Promote use of locally material to reduce impacts from transportation emissions, reduce fuel costs and support local economies. 2 Point : Use materials or products that have been extracted and manufactured within the same region of project site.

A. Design Evaluation Stage A map showing the geographical centre of the project. The map must show:

i. The name and location of the project ii. The geographical center of the project. Show the latitude and

longitude or mile marker. iii. Clearly drawn regional boundaries (i.e. northern, central, southern,

eastern) drawn to scale.

B. Verification Scoring Stage A list of purchased basic materials or products used on the project and the billing address of the source.

i. Establish a documentation pipeline for materials extraction and fabrication before construction starts.

ii. Ensure that a local materials clause is written into the special provisions in the construction contract.

iii. Make sure that the project has local contractors that can perform the work.

OBJECTIVE

CREDIT

MR 3

2 POINTS

DOCUMENTATION

RELATED CREDITS • MR 1 – Material Reuse



BENEFITS • Reduce fossil fuels use.

• Reduce air emissions

• Reduce greenhouse gases




EXAMPLE :

Plate 28: Malaysia map of regional materials

POTENTIAL ISSUES

i. None availability of regional material or products. ii. Shortage of supply of regional material or products.

i. Standards and Industrial Research Institute of Malaysia (SIRIM) Berhad ii. Kumpulan IKRAM Sdn Bhd

REFERENCES


LOCAL PRODUCTS Emphasizing the use of locally manufactured materials. The use of locally manufactured materials will be able to reduce the impact on environmental issues resulting from transportation. 1 Point : Credit given to any material used that have a minimum 20% of local material content of its weight



i. Copy of the material certification which shows its content and copies of their specifications.

ii. Evidence showing that the material used is complied with Senarai Bahan Binaan Tempatan by IKRAM

i. Ensure that construction materials used originated and manufactured locally. ii. Exploit more construction material that are available locally through research

and development. iii. Update agency standard specifications to specify a certain percentage of local

material. iv. Expand and update the “Senarai Bahan Binaan Tempatan”.

OBJECTIVE

CREDIT

MR 4

1 POINT

DOCUMENTATION

RELATED CREDITS • MR 1 – Material Reuse



BENEFITS • Reduce fossil fuels use.

• Reduce air emissions

• Reduce greenhouse gases




EXAMPLE :

Plate 29: Reference document of local product

POTENTIAL ISSUES

i. None availability of local material or products. ii. Shortage of supply of local material or products. iii. Imported material priced cheaper than local products iv. Quality issues of the local product somewhat not up to international

standard ( not recognized by the ISO Standard )

i. http://www.treasury.gov.my/pekeliling/spp/spp041996.pdf ii. http://rakan.jkr.gov.my/ckub/a_main/folder/a6/pdf/sbahan.pdf iii. Standards and Industrial Research Institute of Malaysia (SIRIM) Berhad iv. Kumpulan IKRAM Sdn Bhd

REFERENCE


RECYCLED MATERIALS Promote the use of recycled material. 1 Point : Use recycled materials as a substitute for virgin materials. Credit given to any material used that have a minimum 5% of recycled material content of its weight. 1 Point : Provide a proper location for collection and storage of recyclable construction waste 1 Point : Provide several dumpster to segregate construction waste on‐site

A. Design Evaluation Stage i. List of any recycle material to be used. ii. Drawing showing designated location of collection and storage for

recyclable construction waste

B. Verification Scoring Stage i. Copies of the specifications for any project material that state its’

minimum recycled content. ii. Supporting test documents such as plant proportioning records and

manufacturers documentation for products that state the actual recycled material content.

iii. Photo evidence of on‐site recyclable waste collection and storage

i. During construction, keep updated records of all materials and recycled materials used on the project.

ii. Update agency standard specifications to specify a certain percentage of recycled material.

EXAMPLE :

i. Concrete ii. Aggregate iii. Bitumen iv. Bricks

OBJECTIVE

CREDIT

MR 5

3 POINTS

DOCUMENTATION


BENEFITS • Reduces Raw Materials

• Reduces Air Emissions

• Reduces Greenhouse Gases

• Reduces Solid Waste



Plate 30: General Trash

Plate 31: Recycled Material (Bricks)


Plate 32: Recycled Material (Reinforcement Steel)

Plate 33: Recycled Material (Wood)


Plate 34: Segregation containers for recycled materials

Plate 35: Layout plan for environmental site management


POTENTIAL ISSUES

i. Workability, compaction and other performance qualities change as amounts of recycled material included in the material change.

ii. Additional testing and inspection is often required for higher compositions of recycled materials for some cases and may represent an added cost.

iii. Weather, performance, location and availability issues may limit the amount of recycled content that can feasibly be included in project materials.

iv. Transport of recycled materials is sometimes costly, depending on availability and distance of transport. Occasionally this cost exceeds the total benefit of using the recycled material.

i. Local authority’s policy ii. Ministry of Health iii. JKR’s EMS : Environmental Management System

REFERENCES


ENERGY EFFICIENCY Lower power consumption with higher brightness and longer expected life of lighting system for roadways. 1 Point: All systems should be designed to minimized energy use, while meeting lighting requirement as per MS 825 part 1:2007. To achieve an effective energy‐efficient design, first select proper lamp/ballast combination that produces high lumens per watt, then select fixtures with high efficiency and proper light distribution, and properly space the fixtures to meet design requirements without glare, light trepass, or light pollution.

A. Design Evaluation Stage Provide a copy of the specification and/or cut sheet of the luminaries to be installed on the project. Show that these are MS 825 Part 1: 2007 compliance. Show that the lighting design complies with all applicable safety regulations for the project.


As‐built drawings

i. Install luminaries that are MS 825 Part 1: 2007 complaint. ii. Use light emitting diode (LED) lamp technologies. iii. Consider not installing lighting system where average daily traffic counts do

not warranty lighting installation for a particular road configuration, or where pedestrian safety is not an issue.

EXAMPLE : KARAK Highway and MRR2

OBJECTIVE

CREDIT

MR 6

1 POINT

DOCUMENTATION






POTENTIAL ISSUES

i. A tradeoff exists between providing enough luminance for safety, limiting light pollution, and reducing or conserving energy.

ii. Compliance with veiling luminance ratios may also be required in some jurisdictions.

i.

MS 825 Part 1: 2007

REFERENCES


LIFE CYCLE ASSESSMENT Create new lifecycle assessment information for road project 3 Point : Conduct a detailed process‐based lifecycle assessment according to the Total Asset Management Manual frameworks for the final road design.



Copy of the completed LCA. This document should include the following information:

i. Name and contact information of person(s) who conducted the LCA. ii. A list of all data sources used and the input data used. iii. List any material inputs. iv. Detailed results of life cycle inventory v. Life cycle impact assessment results showing a minimum of three

impact categories. List sources of equivalency factors used. vi. The data quality score of final alternative. vii. A list of the top three contributing processes to the impact

categories. viii. A list of all limitations and assumptions of the study scope and data

used.

i. Create a spreadsheet to capture all of the processes for production of the road project an LCA in accordance with the manual.

ii. Use an open source software program for LCA. iii. Use data that is current, local or otherwise project specific to improve data

quality for the project LCA model. POTENTIAL ISSUES

OBJECTIVE

CREDIT

MR 7

3 POINTS

DOCUMENTATION



• Increases Awareness



i. Missing or otherwise unavailable data. ii. Professional lifecycle assessment may incur an added cost to the project. iii. Data management in process‐based LCAs can require much manpower, be

time consuming and also high cost. iv. All products and processes are more complicated than humans could ever

conceive. The goal is that the LCA model is realistic and representative, not exact.

v. Any uncertainties or assumptions made in the LCA must be clearly specified or documented. Additionally, any substitutions or generic data used must be explicitly stated.

vi. Comprehensive lifecycle assessments require detailed attention to data quality.

i. Total Asset Management Manual ii. http://lcamalaysia.sirim.my/ iii. http://www.mapma.org.my/wp‐content/uploads/2009/08/PAPER‐2‐TOTAL‐

ASSET‐MANAGEMENT‐IN‐THE‐PUBLIC‐SECTOR.pdf

REFERENCES


ROAD INVENTORIES Proper documentation and records of road assets for future use. 1 Point : Provide established master inventory of material/product of existing road. 1 Point : Provide updated master inventory of material/product after completion of upgrading works.

A. Design Evaluation Stage A copy of established master inventory of material/product of existing road.


A copy of updated master inventory of material/product after completion of upgrading works.

i. Check on the availability of existing master inventory to be used during design

stage ii. Update the existing master inventory based on the upgrading works done. POTENTIAL ISSUES Unavailable or incomplete existing master inventory. Manual Aset Menyeluruh

OBJECTIVE

CREDIT

MR 8

2 POINTS

DOCUMENTATION

REFERENCES

RELATED CREDITS • SM 1 – Requirement for Upgrading Works

• PT 5 – Long‐life Pavement

• AE 2 – Pedestrian Access


BENEFITS • Reduce carbon footprint

• Increases Awareness

• Retrievable data


pH JKR (JKR20801‐0017‐15) Innovation 124

INNOVATION Recognize innovation sustainable road design and construction practices. 5 Point : Come up with an idea for a design or construction best practice for road that is not currently included in Manual pH JKR and is more sustainable than standard or conventional practices.



A copy the specification an innovative idea and photos.

i. Explain approaches and strategies in achieving the said innovation (e.g. processes, system, material and plan).

ii. Conduct comprehensive research if required. EXAMPLE : Case study or calculation. POTENTIAL ISSUES Explanation of another potential issue if any. List of references used.

OBJECTIVE

CREDIT

IN

5 POINTS

DOCUMENTATION

REFERENCES

RELATED CREDITS BENEFITS • Increase Alternative


manual penarafan hijau jkrepsmg.jkr.gov.my/images/4/40/kj2.manual_ph_jkr_1.2015.pdflangkah‐langkah...

Documents