manual penarafan hijau jkr - jabatan kerja raya · langkah‐langkah ke arah pemeliharaan dan...

MANUAL PENARAFAN HIJAU JKR

SEKTOR JALAN

Jalan Baru Persekutuan – KJ 1 JKR 20801‐0016‐15

pH JKR (JKR20801‐0016‐15) ii

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 (JKR20801‐0016‐15) iii

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 (JKR20801‐0016‐15) iv

KANDUNGAN

PRAKATA ii

PENGHARGAAN iii

KANDUNGAN iv

PENGENALAN 1

OBJEKTIF 1

MANFAAT 1

KAEDAH 1

KRITERIA PENARAFAN 2

BUTIRAN PEMARKAHAN 3

KEPERLUAN PENGESAHAN 3

KLASIFIKASI PENARAFAN 3

PENYENGGARAAN PENARAFAN 3

PROSES KERJA

PERINGKAT 1 (P1) PERMOHONAN DAN PENDAFTARAN 4

PERINGKAT 2 (P2) PENILAIAN REKABENTUK 5

PERINGKAT 3 (P3) VERIFIKASI PEMARKAHAN 6

PERANAN & TANGGUNGJAWAB 7

LAMPIRAN A SENARAI KEPERLUAN PENGESAHAN 8

LAMPIRAN B BORANG BERKAITAN 12

JKR/ pH JKR /BRG01 BORANG PERMOHONAN DAN PENDAFTARAN 13

JKR/ pH JKR /BRG02 BORANG PENGEMUKAAN DOKUMEN 15

SENARAI KRITERIA PENARAFAN 45

pH JKR(JKR20801‐0016‐15) 1

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(JKR20801‐0016‐15) 2

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(JKR20801‐0016‐15) 3

BUTIRAN PEMARKAHAN

Kriteria Markah Peratusan (%)

1. Sustainable Site Planning & Management

12 15

2. Environment & Water 7 9

3. Access & Equity 17 21

4. Construction Activities 11 13

5. Material & Resources 18 22

6. Pavement Technologies 11 13

7. Innovation 5 7

JUMLAH 81 100

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(JKR20801‐0016‐15) 4

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(JKR20801‐0016‐15) 5


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(JKR20801‐0016‐15) 6


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(JKR20801‐0016‐15) 7

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(JKR20801‐0016‐15) 8

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 SM SUSTAINABLE SITE PLANNING AND MANAGEMENT SM1 ROAD ALIGNMENT

Less than 6 berms JCut slope less than 1:1.5 J Fill slope more than 1:2 J Maximum grade less than 7% JNot in Sensitive Area J No reclamation involved J

Provide added uphill lane (climbing lane) where the length of critical grade exceeds 5%

J

SM2 SITE VEGETATION Use non‐invasive plant species AST use native plant species only AST use of grass/creeper for slope protection/unpaved shoulder AST

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

AST

Preservation of existing vegetation AST

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

AST

SM3 SERVICES FOR DISABLED USERS Crossing for disabled users with noise making devices installed A Walkway access for disabled users by providing sidewalks sloped for easy access A

EW ENVIRONMENT & WATER EW1 ENVIRONMENTAL MANAGEMENT SYSTEM

ISO 14001:2004 certification for main contractor AST 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

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.

C

pH JKR(JKR20801‐0016‐15) 9


Oleh EW3 ECOLOGICAL CONNECTIVITY

Provide dedicated wildlife crossing structures and protective fencing as recommended by EIA report

AST

Provide sound barrier at sensitive area for wildlife

AST

AE ACCESS & EQUITY AE1 SAFETY AUDIT

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

AE2 PEDESTRIAN ACCESS Zebra Crossing, Signalised Pedestrian Crossing and Refuge Island JOverhead Pedestrian Bridge J Sidewalk / Walkway and Raised Crosswalk J

AE3 MOTORCYCLE LANE Paved shoulder, non‐exclusive motorcycle lane and end treatment at junction J Exclusive motorcycle lane J Overhead motorcycle bridge J Motorcycle shelter J

AE4 TRANSIT AREAS Provide transit stations or stop amenities along the project location. J

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

J

Provide access to new park & ride lots in strategic locations. J AE5 SCENIC VIEWS

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

J

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

J

CA CONSTRUCTION ACTIVITIES CA1 QUALITY MANAGEMENT SYSTEM

MS ISO 9001 : 2008 certification for main contractor. J CA2 FOSSIL FUEL REDUCTION

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

J

Alternative method of construction which require less fuel consumption JCA3 CONSTRUCTION WASTE MANAGEMENT PLAN

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

AST

CA4 TRAFFIC MANAGEMENT PLAN

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

J

pH JKR(JKR20801‐0016‐15) 10


Oleh MR MATERIAL AND RESOURCES MR1 PAVEMENT REUSE

Reuse at a minimum 5% of existing pavement and structural materials by estimated volume.

J

MR2 EARTHWORK BALANCE

Minimize earthwork cut (excavation) and fill (embankment) volumes such that the percent difference between cut and fill is less than equal to 10% of the average total volume of material moved.

J

MR3 GREEN PRODUCTS Any material that use certified eco‐label and recognized by JKR. J

MR4 REGIONAL MATERIALS

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

U

MR5 LOCAL PRODUCTS

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

U

MR6 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

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

J

Provide several dumpster to segregate construction waste on‐site J MR7 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

MR8 LIFE CYCLE ASSESSMENT

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

S

PT PAVEMENT TECHNOLOGIES PT1 PERMEABLE PAVEMENT

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

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

J

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

J

PT2 QUIET PAVEMENT

The pavement mix design able to reduce tyre noise to not more than 80 Dba

J

pH JKR(JKR20801‐0016‐15) 11


Oleh PT3 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.

S

PT4 LONG‐LIFE PAVEMENT Meet the requirements of long‐life pavement design graph. J

Pavement design is in accordance with a design procedure that is formally recognized, adopted and documented by the agency.

J

Rigid Pavement J Flexible Pavement : > 10 Years J

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

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 & Tenaga S Caw. Kej. Senggara U Caw. Kontrak & Ukur Bahan

pH JKR(JKR20801‐0016‐15) 12

LAMPIRAN B

BORANG BERKAITAN

pH JKR(JKR20801‐0016‐15) 13

[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(JKR20801‐0016‐15) 14


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(JKR20801‐0016‐15) 15


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‐KJ1.1]

pH JKR(JKR20801‐0016‐15) 16

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(JKR20801‐0016‐15) 17

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(JKR20801‐0016‐15) 18

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

SM1

ROAD ALIGNMENT J

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 :Not in Sensitive Area 1 Point :No reclamation involved

1 Point :Provide added uphill lane (climbing lane) where the length of critical grade exceeds 5%

A. Design Evaluation Stagei. Copy of final design report

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

B. Verification Scoring Stage i. As‐built drawings

SM2

SITE VEGETATION AST


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(P2)

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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 Stagei. 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 Enviromental Impact Assessment (EIA) report if required and Enviromental Management Plan (EMP).

v. A copy of specification sections relating to site

vi. vegetation including planting bed requirements. These are typically found in the ArahanTeknikJalan 16/03 Pindaan 2008.

B. Verification Scoring Stage i. As‐built drawing


pH JKR(JKR20801‐0016‐15) 20


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(P2)

Ulasan

Markah Diluluskan

Ulasan

SM3

SERVICES FOR DISABLED USERS A

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 Stagei. A copy of approved

Development Order (DO) by the local authority.

B. Verification Scoring Stage i. Photo evidence showing type

and location of disabled services provided

Total SM Points

EW ENVIRONMENT & WATER

EW1

ENVIRONMENTAL MANAGEMENT SYSTEM AST

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

A. Design Evaluation StageNil

B. Verification Scoring Stagei. Documentation of the

ISO14001:2004 certification for the main contractor.


pH JKR(JKR20801‐0016‐15) 21


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(P2)

Ulasan

Markah Diluluskan

Ulasan

EW2

STORMWATER MANAGEMENT C

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

i. 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).

B. Verification Scoring Stage i. A copy of monthly water

quality monitoring report.


pH JKR(JKR20801‐0016‐15) 22


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(P2)

Ulasan

Markah Diluluskan

Ulasan

EW3

ECOLOGICAL CONNECTIVITY AST

1 Point :Provide dedicated wildlife crossing

structures and protective fencing as determined by Environmental Impact Assessment (EIA) report

1 Point :Provide sound barrier at sensitive area for wildlife

A. Design Evaluation Stagei. Submit a copy of approved

EIA report. ii. Related design drawings

showing type and location of wildlife access provided

B. Verification Scoring Stagei. As‐built drawings ii. Photo evidence of said

access

Total EW Points

AE ACCESS & EQUITY

AE1 SAFETY AUDIT J

1 Point :Road Safety Audit Stage 1‐3 (Design Stage)

1 Point :Road Safety Audit Stage 4 Part I‐III

(Construction Stage)

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.


pH JKR(JKR20801‐0016‐15) 23


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(P2)

Ulasan

Markah Diluluskan

Ulasan

1 Point :Road Safety Audit Stage 5 (Operational Stage)

1 Point :Additional Audit For Traffic Management

During Construction

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.

AE2 PEDESTRIAN ACCESS J

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 Stagei. Submit a copy of Road

Safety report that focuses on pedestrian facilities and related drawings.

B. Verification Scoring Stagei. As‐built drawings


pH JKR(JKR20801‐0016‐15) 24


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(P2)

Ulasan

Markah Diluluskan

Ulasan

AE3 MOTORCYCLE LANE J

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 Stagei. Submit a copy of Road

Safety report that focuses on motorcycle lane facilities.

ii. Design drawings

B. Verification Scoring Stagei. As‐built drawings

AE 4

TRANSIT AREAS J

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 i. Submit a copy of transit

station and stop amenities layout plan including detailed drawing.

B. Verification Scoring Stage i. Related As‐built drawings


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(P2)

Ulasan

Markah Diluluskan

Ulasan

AE5 SCENIC VIEWS J

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 Stagei. Indicate in the submitted

plans where the lookout point or overlook is drawn and specified.

B. Verification Scoring Stagei. Provide a picture of the

access point and a picture of the related attraction.

Total AE Points

CA CONSTRUCTION ACTIVITIES

CA1

QUALITY MANAGEMENT SYSTEM J

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

A. Design Evaluation Stage Nil

B. Verification Scoring Stage i. Documentation of the MS ISO

9001:2008 certification for the main contractor.


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(P2)

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Ulasan

CA2

FOSSIL FUEL REDUCTION J

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


B. Verification Scoring Stagei. An evidence documents

showing the use of alternative fuels/renewable energy sources.

ii. Method statement of said alternative construction method

CA3

CONSTRUCTION WASTE MANAGEMENT PLAN AS

T

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



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(P2)

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Ulasan

B. Verification Scoring StageCopy of the project construction waste management plan.The plan should identify these items :

‐ Type of construction waste

‐ Expected tonnage ‐ Related cost of

disposal of such waste

‐ Management strategy for waste generated from site including household and domestic waste.

CA4

TRAFFIC MANAGEMENT PLAN J

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

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


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‐ all sequence of construction stage with appropriate traffic control devices

‐ Smooth flow of existing traffic connected to project

‐ Adequate signage and barriers

‐ Temporary road diversion where necessary

‐ Adequate flagman and blinkers

B. Verification Scoring StageNil

Total CA Points


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(P2)

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Ulasan

MR MATERIAL AND RESOURCES

MR1

PAVEMENT REUSE J

3 Point :Reuse at a minimum 5% of existing pavement and structural materials by estimated volume.

A. Design Evaluation StageA calculation that shows the computed percent of material reused including the following items at minimum:

‐ Total volume of existing pavement structure.

‐ Total volume of reused pavement structure.

‐ The computed percentage of the total reused volume.

B. Verification Scoring Stage i. A short written description

of how the structure was reused.

ii. Total volume of reused pavement structure.

MR2

EARTHWORK BALANCE J


pH JKR(JKR20801‐0016‐15) 30


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(P2)

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Ulasan

3 Point :Minimize earthwork cut (excavation) and fill (embankment) volumes such that the percent difference between cut and fill is less than equal to 10% of the average total volume of material moved.

A. Design Evaluation StageA Copy of mass haul diagram showing estimated volume earthwork

B. Verification Scoring Stage i. Calculate and report actual

construction earthwork volume for the project. This calculation shall show the following: ‐ Actual cut and fill

volumes during construction.

‐ Actual volume of unused embankment materials (include excess import and excess cut materials).

‐ Actual volume of earthwork material imported to the project site.

‐ Actual volume of earthwork material exported from the site.


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Ulasan

MR3

GREEN PRODUCTS J

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


B. Verification Scoring Stagei. Copy of product

certification. MR4

REGIONAL MATERIALS U

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

A. Design Evaluation Stagei. A map showing the

geographical centre of the project. The map must show: ‐ The name and location of

the project ‐ The geographical center

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

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


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Ulasan

B. Verification Scoring Stagei. A list of purchased basic

materials or products used on the project and the billing address of the source.

MR5

LOCAL PRODUCTS U

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


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

MR6

RECYCLED MATERIALS J


pH JKR(JKR20801‐0016‐15) 33


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(P2)

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Ulasan

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 Stagei. List of any recycle material

to be used. ii. Drawing showing designated

location of collection and storage for recyclable construction waste

B. Verification Scoring Stagei. 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

MR7

ENERGY EFFICIENCY E


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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 StageProvide 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.

B. Verification Scoring StageAs‐built drawings

MR8

LIFE CYCLE ASSESSMENT S


pH JKR(JKR20801‐0016‐15) 35


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


B. Verification Scoring Stage ‐ Copy of the completed LCA. This

document should include the following information :

‐ Name and contact information of person(s) who conducted the LCA.

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

‐ List any material inputs. ‐ Detailed results of life cycle

inventory ‐ Life cycle impact assessment results

showing a minimum of three impact categories. List sources of equivalency factors used.

‐ The data quality score of final alternative.

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

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

Total MR Points


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Ulasan

PT PAVEMENT TECHNOLOGIES

PT1 PERMEABLE PAVEMENT J

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 StageCopy of the permeable pavement mix design. The mix design should have the following items highlighted : ‐ Name of permeable

technology ‐ Tonnage of pavement on

the project ‐ Tonnage of permeable

pavement to be used

B. Verification Scoring Stagei. Photo of the permeable

pavement installed (processes) on the project

ii. Tonnage of actual permeable pavement used


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Ulasan

PT2 QUIET PAVEMENT J

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

A. Design Evaluation Stagei. Drawing showing the

location of the proposed quiet pavement.

ii. Quiet pavement design mix.

B. Verification Scoring Stage 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

PT3 PAVEMENT PERFORMANCE TRACKING S

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 Stage i. Pavement structure design

B. Verification Scoring Stage i. Pavement performance tracking

system that is operational and has been populated with the required data


pH JKR(JKR20801‐0016‐15) 38


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PT4 LONG‐LIFE PAVEMENT J

1 Point :Meet the requirements of long‐life pavement design graph.

1 Point :Pavement design is in accordance with a design procedure that is formally recognized, adopted and documented by the agency.

1 Point :Rigid Pavement

1 Point :Flexible Pavement :> 10 Years

A. Design Evaluation Stagei. A list of pavement sections

to be built 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. Drawing showing locations of pavement sections designed for long‐life.

B. Verification Scoring Stage i. As‐built drawings ii. Photos of installed long‐life

pavement

Total PT Points


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IN INNOVATION J

5 Point : 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.


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

Total IN Points

GRAND TOTAL

PERAKUAN PEMOHON

Dengan ini *saya / kami memperakui bahawa semua maklumat yang dikemukakan adalah lengkap dan benar

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

(Tarikh) (Cop dan Tandatangan Pemohon)


pH JKR(JKR20801‐0016‐15) 40

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(JKR20801‐0016‐15) 41

SENARAI KRITERIA PENARAFAN

No KRITERIA Pemarkahan

PM MM SM SUSTAINABLE SITE PLANNING AND MANAGEMENT SM1 ROAD ALIGNMENT

Less than 6 berms 1 Cut slope less than 1:1.5 to 1:2 1 Fill slope more than 1:2 1 Maximum grade less than 7% 1 Not in Sensitive Area 1 No reclamation involved 1 Provide added uphill lane (climbing lane) where the length of critical grade exceeds 5% 1

SM2 SITE VEGETATION Use non‐invasive plant species 1 use native plant species only 1 use of grass/creeper for slope protection/unpaved shoulder 1

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

1

Preservation of existing vegetation 1

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

1

SM3 SERVICES FOR DISABLED USERS Crossing for disabled users with noise making devices installed 1 Walkway access for disabled users by providing sidewalks sloped for easy access 1

Total SM 12 EW ENVIRONMENT & WATER EW1 ENVIRONMENTAL MANAGEMENT SYSTEM

ISO 14001:2004 certification for main contractor 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.

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

1

EW3 ECOLOGICAL CONNECTIVITY

Provide dedicated wildlife crossing structures and protective fencing as recommended by EIA report

1

Provide sound barrier at sensitive area for wildlife 1 Total EW 7

AE ACCESS & EQUITY AE1 SAFETY AUDIT

Road Safety Audit Stage 1‐3 (Design Stage) 1

pH JKR(JKR20801‐0016‐15) 42


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

AE2 PEDESTRIAN ACCESS Zebra Crossing, Signalised Pedestrian Crossing and Refuge Island 1 Overhead Pedestrian Bridge 1 Sidewalk / Walkway and Raised Crosswalk 1

AE3 MOTORCYCLE LANE Paved shoulder, non‐exclusive motorcycle lane and end treatment at junction 1 Exclusive motorcycle lane 2 Overhead motorcycle bridge 1 Motorcycle shelter 1

AE4 TRANSIT AREAS Provide transit stations or stop amenities along the project location. 1 Improve 20% existing transit station or stop amenities within 200m from project ROW. 1 Provide access to new park & ride lots in strategic locations. 1

AE5 SCENIC VIEWS

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

1

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

1

Total AE 17 CA CONSTRUCTION ACTIVITIES CA1 QUALITY MANAGEMENT SYSTEM

MS ISO 9001 : 2008 certification for main contractor. 3 CA2 FOSSIL FUEL REDUCTION

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

2

Alternative method of construction which require less fuel consumption 2 CA3 CONSTRUCTION WASTE MANAGEMENT PLAN

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

2

CA4 TRAFFIC MANAGEMENT PLAN

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

2

Total CA 11 MR MATERIAL AND RESOURCES MR1 PAVEMENT REUSE

Reuse at a minimum 5% of existing pavement and structural materials by estimated volume.

3

MR2 EARTHWORK BALANCE

Minimize earthwork cut (excavation) and fill (embankment) volumes such that the percent difference between cut and fill is less than equal to 10% of the average total volume of material moved.

3

MR3 GREEN PRODUCTS Any material that use certified eco‐label and recognized by JKR. 2

pH JKR(JKR20801‐0016‐15) 43


PM MM MR4 REGIONAL MATERIALS

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

2

MR5 LOCAL PRODUCTS

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

1

MR6 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.

1

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

MR7 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. ‐ 1 point

1

MR8 LIFE CYCLE ASSESSMENT

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

3

Total MR 18 PT PAVEMENT TECHNOLOGIES PT1 PERMEABLE PAVEMENT

Use of permeable pavement mix design with higher range of air void (18 ‐25%) 1

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

1

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

1

PT2 QUIET PAVEMENT

The pavement mix design able to reduce tyre noise to not more than 80 Dba

2

PT3 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.

2

PT4 LONG‐LIFE PAVEMENT Meet the requirements of long‐life pavement design graph. 1

Pavement design is in accordance with a design procedure that is formally recognized, adopted and documented by the agency.

1

Rigid Pavement 1 Flexible Pavement : > 10 Years 1

Total PT 11

pH JKR(JKR20801‐0016‐15) 44


PM MM 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.

5

Total IN 5

Grand Total 81

PETUNJUK:

PM – Pecahan Markah

MM – Markah Maksimum

pH JKR(JKR20801‐0016‐15) Sustainable Site Planning and Management SM | 45

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.

2 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 :Not in Sensitive Area 1 Point :No reclamation involved

1 Point :Provide added uphill lane (climbing lane) where the length of critical grade

exceeds 5%

C. Design Evaluation Stage ii. Copy of final design report which consist of design calculations, taking‐off

sheet and technical drawings. D. Verification Scoring Stage i. As‐built drawings

i. Use JKR guidelines and specification ii. Manual SaliranMesraAlam Malaysia (MASMA) iii. Use REAM guidelines and specification

OBJECTIVE

CREDIT

SM 1

5 POINTS

DOCUMENTATION

APPROACHES & STRATEGIES

RELATED CREDITS • EW 1 – Environmental Management System

• EW 2 – Stormwater Management

• EW 3 – Ecological Connectivity

• AE 1 – Safety Audit

• AE 4 – Transit Areas

• AE 5 – Scenic Views

• CA 1 – Quality Management System

• MR 2 – Earthwork Balance

• MR 7 – Life Cycle Assessment

BENEFITS • Improve the quality and comforts of travelling.

• Improve local economies.


EXAMPLE :

Standard Typical Cross‐Section, Plan & Longitudinal Profile

Plate 1: Typical cross‐section

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. JKR Design Guidelines and Specifications ii. MASMA iii. REAM

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 )

C. Design Evaluation Stage vii. Spreadsheet listing type of all plants species. viii. Design Drawing showing the location of all plants to be planted ix. Bill of Quantities (related items only) x. A copy of Enviromental Impact Assessment (EIA) report if required and

Enviromental Management Plan (EMP). xi. A copy of specification sections relating to site vegetation including planting

bed requirements. These are typically found in the ArahanTeknikJalan 16/03 Pindaan 2008.

D. Verification Scoring Stage i. As‐built drawing

OBJECTIVE

CREDIT

SM 2

5 POINTS

RELATED CREDITS • EW2 – Stormwater Management

• MR6 – Regional Material

BENEFITS • Reduces greenhouse gases.

• Increase aesthetics.

• Reduce soil erosion.

DOCUMENTATION


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.

EXAMPLE :

Vetiver grass

Plate 3: Closeturfing



Plate 4: Hydroseeding

Plate 5: Hydroseeding


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 ofhydroseeding alone.

i. ArahanTeknikJalan 16/03 Pindaan 2008.

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 ii. A copy of approved Development Order (DO) by the local authority.

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

vii. Use Uniform Building by Law(UBBL) and MS 1331 & 1184.

EXAMPLE :

i. Ramp for disable at bus stop ii. Tact tiles

Plate 6: Ramp for disable at bus stop

OBJECTIVE

CREDIT

SM 3

2 POINTS

RELATED CREDITS • AE2 – Pedestrian Access

• CA5 – Traffic Management Plan

BENEFITS • Improve access.

• Improve mobility.

• Improve awareness.

DOCUMENTATION



Plate 7: Tact Tiles

POTENTIAL ISSUES

i. 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

pH JKR (JKR20801‐0016‐15) Environment and Water EW | 1

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


B. Verification Scoring Stage Submit the following item:

i. 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 :

i. 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.

i. JKR EMS MS ISO 14001:2004

OBJECTIVE

CREDIT

REFERENCES

EW 1

3 POINTS

RELATED CREDITS • CA1 – Quality Management System

• EW2 – 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 ii. 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).

B. Verification Scoring Stage

Submit the following item: i. A copy of monthly water quality monitoring report.

i. Stormwater Management Manual for Malaysia (MASMA). ii. Preserve native vegetation. iii. Protect soil with good infiltration capacity.

OBJECTIVE

CREDIT

EW 2

2 POINTS


• CA1 ‐ QMS BENEFITS • Reduces water pollution.

• Avoid flooding/ponding

DOCUMENTATION



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.

EXAMPLE :

Plate 8: Swale

Plate 9: Swale


Infiltration trench

Plate 10: Silt Trap

Plate 11: Silt Trap

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. Stormwater Management Manual for Malaysia (MASMA). ii. REAM iii. MS ISO 14000

REFERENCES


ECOLOGICAL CONNECTIVITY

Provide and improve wildlife access and mobility across roadways

1 Point :Provide dedicated wildlife crossing structures and protective fencing as determined by Environmental Impact Assessment (EIA) report

1 Point :Provide sound barrier at sensitive area for wildlife

A. Design Evaluation Stage iii. Submit a copy of approved EIA report. iv. Related design drawings showing type and location of wildlife access

provided

B. Verification Scoring Stage iii. As‐built drawings iv. Photo evidence of said access

i. Study the animal population in the area, migration pattern, types of animals and habitual behavior.

ii. Protective fencing

OBJECTIVE

CREDIT

EW 3

2 POINTS

RELATED CREDITS • EW1 – Environmental Management System

BENEFITS • Restores habitat.

• Improves access.

• Improves mobility

• Improves human health and safety

DOCUMENTATION



EXAMPLE :

Plate 12: Animal Viaduct

Plate 13: Animal Viaduct


POTENTIAL ISSUES

i. Lack of ecological or species data. ii. Prior migration pattern and other animal and aquatic organism behaviors

may be altered by the presence of the road. iii. Identifying ecological connectivity requirements needs well‐designed long‐

term studies.

i. Department of Wildlife and National Park. ii. Department of Forestry iii. World Wildlife Fund (WWF)

REFERENCES

pH JKR (JKR20801‐0016‐15) Access and Equity AE | 1

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 ii. Submit a copy of the Road Safety Audit (RSA) Report and Designer’s

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

authorized party).

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

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

construction

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

OBJECTIVE

CREDIT

AE 1

4 POINTS

RELATED CREDITS • SM1 – Road Alignment

• CA4 – Traffic Management Plan

BENEFITS • Improves Road Users Safety

DOCUMENTATION



EXAMPLE :

Plate 14: Road Safety Audit Report Stage 2

Plate 15: 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. ArahanTeknik Jalan

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 ii. Submit a copy of Road Safety report that focuses on pedestrian facilities

and related drawings.

B. Verification Scoring Stage ii. 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

• SM3 – Services for Disabled Users

BENEFITS • Reduces air emissions

• Improves access


• Improves Health & Safety

DOCUMENTATION



EXAMPLE :

Plate 16: Pedestrian Bridge

POTENTIAL ISSUES

i. 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.


REFERENCES


MOTORCYLE 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 iii. Submit a copy of Road Safety report that focuses on motorcycle lane

facilities. iv. Design drawings

B. Verification Scoring Stage ii. 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 17: Non Exclusive Motorcycle Lane

POTENTIAL ISSUES

i. 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.


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.

C. Design Evaluation Stage ii. Submit a copy of transit station and stop amenities layout plan including

detailed drawing.

D. Verification Scoring Stage ii. 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

RELATED CREDITS • SM 1 – Road Alignment

• AE 2 – Pedestrian access

• AE 3 – Motorcycle Lane

BENEFITS • Reduces air emissions

• Improves access


• Reduces Fossil Fuel Use



EXAMPLE :

Photos or diagrams

Plate 18: Public transit facilities (PutrajayaSentral)

Plate 19: Park and ride lots (Putrajaya ‐ Presint 7)


POTENTIAL ISSUES

i. Provision of transit shelters and stop amenities often not taken into consideration due to area and budgetary constraint.

i. 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 ii. Indicate in the submitted plans where the lookout point or overlook is

drawn and specified.

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

attraction.

i. 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 20: Look Out Point

POTENTIAL ISSUES

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

i. Local Authority ii. Ministry of Tourism

REFERENCES

pH JKR(JKR20801‐0016‐15) Construction Activities CA | 1

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.

A. Design Evaluation Stage i. Nil


Submit the following items: i. 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 :

i. 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 ofQMS are not the same has having an effective QMS,

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

OBJECTIVE

CREDIT

CA 1

3 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS BENEFITS • Improve Accountability

• Increase Awareness

• Improves Human Health & Safety



i. JKR MS ISO 9001:2008

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


B. Verification Scoring Stage iii. An evidence documents showing the use of alternative fuels/renewable

energy sources. iv. 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: a) Use jack in pile which use hydraulic hammer

EXAMPLE :

i. Palm oil bio‐diesel (Methyl ester + diesel + crude palm oil + oleinpalm oil) ii. MembinaBangunanPejabatLembagaPelabuhan Johor Di Atas Lot 69989

Dan Lot 69990, MukimPlentong, Daerah Johor Bahru, Johor(photo) iii. CadanganPembinaanPejabat Dan SetorPencegahanKastam Di Ayer

Keroh, Melaka Tengah, Melaka(photo)

OBJECTIVE

CREDIT

CA 2

4 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS 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:

a) Type of construction waste b) Expected tonnage c) Related cost of disposal of such waste d) 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. ProjekKompleks 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 – Pavement Reuse


• MR 5 – Recycled Material


BENEFITS • Reduce Solid Waste

• Reduce Manmade Footprint

• Reduce Lifecycle Cost

• Improves Accountability



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. EQA, 1974 ii. Schedule Waste Regulations, 2005 iii. ArahanTeknikJalan16/03 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.


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

a) all sequence of construction stage with appropriate traffic control devices

b) Smooth flow of existing traffic connected to project c) Adequate signage and barriers d) Temporary road diversion where necessary e) 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 :

i. All JKR’s road projects (standard tmp)

OBJECTIVE

CREDIT

CA 4

2 POINTS

DOCUMENTATION


• SM 3 – Services for Disabled Users

• AE 1 – Safety Audit

• AE 2 – Pedestrian Access

• AE 3 – Motorcycle Lane

• CA 1 – Quality Management System

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.

i. REAM

REFERENCES

pH JKR(JKR20801‐0016‐15) Material and Resources MR | 1

PAVEMENT REUSE

Reuse existing pavement and structural materials.

3 Point :Reuse at a minimum 5% of existing pavement and structural materials by estimated volume.

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 structure. b) Total volume of reused pavement structure. c) The computed percentage of the total reused volume.

B. Verification Scoring Stage iii. A short written description of how the structure was reused. iv. Total volume of reused pavement structure.

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

3 POINTS

DOCUMENTATION






EXAMPLE :

Plate 21: Reclamation of Existing Concrete Pavement for Reuse

Plate 22: Use of Existing Subsoil


Plate 23: More Tennant AC pavement grinding behind k‐rail barriers

POTENTIAL ISSUES

i. A project may misclassify a material as “reused” instead of “recycled” ii. Pavement thickness in older road sections may be highly variable, therefore

estimating existing volume may be difficult.

i. http://isddc.dot.gov/OLPFiles/FHWA/011182.pdf ii. Nota Teknik Jalan

REFERENCES


EARTHWORK BALANCE

Reduce need for transport of earthen materials by balancing cut and fill quantities.

3 Point :Minimize earthwork cut (excavation) and fill (embankment) volumes such that the percent difference between cut and fill is less than equal to 10% of the average total volume of material moved.

A. Design Evaluation Stage i. Copy of mass haul diagram showing estimated volume earthwork.

B. Verification Scoring Stage ii. Calculate and report actual construction earthwork volume for the

project. This calculation shall show the following: a) Actual cut and fill volumes during construction. b) Actual volume of unused embankment materials (include excess

import and excess cut materials). c) Actual volume of earthwork material imported to the project site. d) Actual volume of earthwork material exported from the site.

i. Use design software and computer aided drawing (CAD) to calculate the

design volumes of earthwork to be reported. ii. Compare percentage difference between actual cut and fill with design cut

and fill. iii. Improve road alignment design and estimation technique to further balance

of cut and fill.

OBJECTIVE

CREDIT

MR 2

3 POINTS

DOCUMENTATION


BENEFITS • Reduces Fossil Fuel Use


• Reduces Greenhouse Gases

• Reduces Solid Waste

• Reduces Lifecycle Costs

• Reduce surplus



EXAMPLE :

i. Mass haul diagram

Plate 24: Mass haul diagram

Plate 25: Mass haul diagram


Plate 26: Digital map

POTENTIAL ISSUES

i. Subsurface condition may not be well known for the project site. Therefore, a balanced earthwork design that assumes a certain soil type and characteristic may not be feasible if, during earthwork, different soil types, moisture conditions or other characteristics are found.

ii. Contractor familiarity and experience with alternative methods and materials can be highly variable.

iii. Some roadwork does not lend itself to a balanced earthwork plan. For instance work in an urban area may not work because the primary concerns its typically maintaining existing elevation. Therefore, if a thicker pavement section is placed, some earth must be removed.

iv. Designer may neglect to consider or poorly estimate shrink or swell of soil material.

v. Earthwork on a phased project may not be completed by the same contractor.

vi. Efforts across phases may be difficult to coordinate without clear documentation of intent of stockpiled materials.

i. http://www.in.gov/indot/files/Earthworks_Chapter_06.pdf

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.


B. Verification Scoring Stage 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 :

i. 11 eco‐label products. a) Culvert b) Precast beam c) Guardrail d) Delineator post e) Road stud f) Plastic barrier g) Street lighting (LED light ) h) Soil stabilizer i) Soil sealant j) Sound barrier k) Precast roadside drain

POTENTIAL ISSUES

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

OBJECTIVE

CREDIT

MR 3

2 POINTS

DOCUMENTATION






i. SIRIM ii. http://www.globalecolabelling.net/ iii. 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 ii. A map showing the geographical centre of the project. The map must

show: a) The name and location of the project b) The geographical center of the project. Show the latitude and

longitude or mile marker. c) Clearly drawn regional boundaries (i.e. northern, central,

southern, eastern) drawn to scale. B. Verification Scoring Stage

ii. 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 4

2 POINTS

DOCUMENTATION

RELATED CREDITS • MR 1 – Pavement Reuse


• MR 5 – Recycle Material


BENEFITS • Reduce fossil fuels use.

• Reduce air emissions

• Reduce greenhouse gases




EXAMPLE :

Plate 27: Malaysia Map

POTENTIAL ISSUES

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

i. IKRAM

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


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

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 5

1 POINT

DOCUMENTATION

RELATED CREDITS • MR 1 – Pavement Reuse


• MR 5 – Recycle Material


BENEFITS • Reduce fossil fuels use.

• Reduce air emissions

• Reduce greenhouse gases




EXAMPLE :

Plate 28: Senarai Bahan Binaan Tempatan

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. SIRIM iv. IKRAM

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 iii. List of any recycle material to be used. iv. 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.

OBJECTIVE

CREDIT

MR 6

3 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS BENEFITS • Reduces Raw Materials


• Reduces Greenhouse Gases

• Reduces Solid Waste



EXAMPLE :

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

Plate 29: Recycled Material (Bricks)

Plate 30: General Trash


Plate 31: Recycled Material (Reinforcement Steel)

Plate 32: Recycled Material (Wood)


Plate 33: Segregation containers for recycled materials

Plate 34: 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 policy ii. Ministry of Health iii. JKR’s EMS

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.


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 :

i. KARAK Highway and MRR2

OBJECTIVE

CREDIT

MR 7

1 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS BENEFITS • Improves Accountability




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.

iii.

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.


B. Verification Scoring Stage Copy of the completed LCA. This document should include the following information : a) Name and contact information of person(s) who conducted the LCA. b) A list of all data sources used and the input data used. c) List any material inputs. d) Detailed results of life cycle inventory e) Life cycle impact assessment results showing a minimum of three

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

categories. h) 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

i. Missing or otherwise unavailable data. ii. Professional lifecycle assessment may incur an added cost to the project.

OBJECTIVE

CREDIT

MR 8

3 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS BENEFITS • Improves Accountability

• Increases Awareness



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

pH JKR (JKR20801‐0016‐15) Pavement Technologies PT | 1

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 :

a) Name of permeable technology b) Tonnage of pavement on the project c) Tonnage of permeable pavement to be used

B. Verification Scoring Stage iii. Photo of the permeable pavement installed (processes) on the project iv. 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%)

OBJECTIVE

CREDIT

PT 1

3 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS BENEFITS • Reduce Water Pollution

• Reduces Manmade Footprint



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.

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 35: Porous Asplhalt


Plate 36: Porous Asplhalt

Plate 37: 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

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 iii. Drawing showing the location of the proposed quiet pavement. iv. Quiet pavement design mix.

B. Verification Scoring Stage iv. A list of pavement sections built and their associated surface material type

and surface areas. v. Drawing and photo showing the location of quiet pavement. vi. Quietness test result

i. 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.

OBJECTIVE

CREDIT

PT 2

2 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS • PT1 – Permeable Pavement

BENEFITS • Improve Human Health & Safety



i. ArahanTeknikJalan ii. Standard Specification For Road Works Section 4 : Flexible Pavement

JKR/SPJ/2008‐S4 iii. http://www.quietpavement.com/

REFERENCES


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 3

2 POINTS

RELATED CREDITS • EW 1 – EMS • MR7 ‐ LCA BENEFITS • Increases Service Life




A. Design Evaluation Stage i. Pavement structure design


i. Pavement performance tracking system that is operational and has been populated with the required data.

i. 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.

DOCUMENTATION

REFERENCES



LONG‐LIFE PAVEMENT

Minimize life cycle costs by promoting design of long‐lasting pavement structures.

1 Point :Meet the requirements of long‐life pavement design graph.

1 Point :Pavement design is in accordance with a design procedure that is formally recognized, adopted and documented by the agency.

1 Point :Rigid Pavement

1 Point :Flexible Pavement :> 10 Years

A. Design Evaluation Stage iv. A list of pavement sections to be built and their associated pavement

material type, surface areas, ESALs, design thickness and subgrade CBR. v. A calculation to indicate the total percentage of trafficked lane pavement

areas that are designed for long‐life. vi. Drawing showing locations of pavement sections designed for long‐life.

B. Verification Scoring Stage iii. As‐built drawings iv. Photos of installed long‐life pavement

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

EXAMPLE :

i. HMA Pavements ii. PCC Pavements

OBJECTIVE

CREDIT

PT 4

4 POINTS

DOCUMENTATION

RELATED CREDITS • EW 1 – EMS BENEFITS • Reduce Raw Material


• Reduced Fossil Fuel Use

• Increase Service Life




Plate 38: Long‐life pavement (HMA Pavement)

POTENTIAL ISSUES

i. 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 (JKR20801‐0016‐15) Innovation IN | 1

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 Jalan Lestari Manual and is more sustainable than standard or conventional practices.


B. Verification Scoring Stage i. 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 :

i. Case study or calculation.

POTENTIAL ISSUES

i. Explanation of another potential issue if any.

i. List of references used.

OBJECTIVE

CREDIT

IN

5 POINTS

DOCUMENTATION

REFERENCES

RELATED CREDITS

BENEFITS • Increases Alternative


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