Final Report (Volume 1)

SOUTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Sleeper Rail Joint Ballast Embankment Remarks

Phnom Penh - Pochentong 6.723 Steel Sleeper Good Poor Northern Line section (PK 0+000 - 6+623)

Pochentong - Fork 2.677 Steel Sleeper Good Poor ditto (PK 6+723 - 9+400)

Fork - Trapeang Krasaing OK: 40% - 50% 5.800 Fair (PK 9+400 - 15+200) Partially Steel

Trapeang Krasaing - Prateas Lang OK: 20% 6.800 Partially Long Rail Poor - Fair (PK 15+200 - 22+000) Partially Steel

Prateas Lang - Doeun Russ 4.100 OK: 20% Long Rail Poor - Fair (PK 22+000 - 26+100)

Doeun Russ - Prey Toteung 3.800 OK: 15% (PK26+100 - 29+900)

Prey Toteung - Ang Proch 5.108 OK: 35% Long Rail Good (PK 29+900 - 35+008)

Ang Proch - Srah Sre 5.592 OK: 20% Long Rail Good (PK 35+008 - 40+600)

Srah Sre - Komar Reachea 4.100 OK: 20% Long Rail Poor - Fair (PK 40+600 - 44+700)

REHABILITATION OF RAILWAY IN Appendix 4 ADB T.A. NO. 6251-REG Page 1 of 9 Final Report (Volume 1)

SOUTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Sleeper Rail Joint Ballast Embankment Remarks

Komar Reachea - Toek Ambel(PK Partially narrow 6.800 OK: 30% Long Rail Good 44+700 - 51+500) crown

Toek Ambel - Baley Chas 7.000 OK: 25% Long Rail Poor Narrow crown (PK 51+500 - 58+500)

Baley Chas - Slakou Partially narrow 8.200 OK: 30% Long Rail Poor - Fair (PK 58+500 - 66+700) crown

Partially slope Slakou - Takeo erosion. 7.800 OK: 35% Long Rail Poor (PK 66+700 - 74+500) Partially narrow crown. Partially slope Takeo - Thamda erosion. 9.200 OK: 30% Long Rail Poor (PK 74+500 - 83+700) Partially narrow crown.

Thamda - Ang Keo Partially narrow 14.800 OK: 35% Long Rail Poor (PK 83+700 - 98+500) crown

Partially slope Ang Keo - Tani 2.000 OK: 30% Long Rail Poor erosion. (PK 98+500 - 100+500) Narrow crown.

Tani - Tram Sasar Partially narrow 10.100 OK: 20% Long Rail Poor (PK 100+500 - 110+600) crown

Tram Sasar - Touk Meas Eroded slope. 8.000 OK: 20% Long Rail Poor (PK 110+600 - 118+600) Narrow crown.

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 2 of 9 Final Report (Volume 1)

SOUTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Sleeper Rail Joint Ballast Embankment Remarks

Touk Meas - Kampong Trach(PK 14.300 OK: 15% Long Rail Poor 118+600 - 132+900)

Kampong Trach - Damnak Changeur Long Rail, partially 15.700 OK: 15% Narrow crown (PK 132+900 - 148+600) Short Rail.

Damnak Changeur - Kampot Long Rail, partially 17.400 OK: 15% Poor (PK148+600 - 166+000) Short Rail.

Kampot - Bokor Long Rail, partially 9.500 OK: 5% (Steel) Poor (PK 166+000 - 175+500) Short Rail.

Bokor - Koh Tanch Long Rail, partially 6.900 OK: 5% (Steel) Fair (PK 175+500 - 182+400) Short Rail.

Koh Tauch - Trapeang Ropeuo 15.300 OK: 5% (Steel) Short Rail Good - Poor (PK 182+400 - 197+700)

Partially slope Trapeang Ropeuo - Veal Rinh 18.900 OK: 5% (Steel) Short Rail Poor erosion. (PK 197+700 - 216+600) Narrow crown.

Veal Rinh - Siem Hao 14.200 Partially Steel Short Rail Poor Wet along cut section (PK 216+600 - 230+800)

Siem Hao - Roluos Short Rail, Large 9.800 Partially Steel Poor (PK 230+800 - 240+600) Gap

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 3 of 9 Final Report (Volume 1)

SOUTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Sleeper Rail Joint Ballast Embankment Remarks

Roluos - Thmar Reap(PK 240+600 - 6.400 Partially Steel Short Rail Poor 247+000)

Thmar Reap - Refinery Petroleum In case of cut area, 5.500 Partially Steel Short Rail Poor (PK 247+000 - 252+500) drainage to be required.

Refinery Petroleum - Sihanoukville 10.100 Partially Steel Short Rail Poor (PK 252+500 - 262+000)

262.600

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 4 of 9 Final Report (Volume 1)

NORTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Rail Fastener Rail Joint Ballast Embankment Remarks

- Many Eroded Slope. Phnom Penh - Pochentong Poor (except Phnom 6.723 Fair Fair - Widening to be Many Level Crossing. (PK 0+000 - 6+623) Penh Station) required. - Many Eroded Slope. Pochentong - Fork 2.677 Fair Fair Poor - Widening to be Many Level Crossing. (PK 6+723 - 9+400) required.

Fork - Samraong 2.636 Fair Fair Poor: 100% Partially 43kg rail. (PK 9+400 - 12+036)

Samraong - Tuol Leap 5.790 Fair Fair Fair: 5% - Poor: 95% (PK 12+036 - 17+826)

Tuol Leap - Trapeang Tnot Good: 15% - Fair: 10% 8.179 Fair Fair Partially eroded slope. (PK 17+826 - 26+005) - Poor: 75%

Trapeang Tnot - Bat Doeng 5.438 Fair Fair Fair: 50% - Poor: 50% (PK 26+005 - 31+443)

Bat Doeng - Trach Torng 5.472 Fair Fair Fair: 40% - Poor: 60% Partially 43kg rail. (PK 31+443 - 36+915)

Trach Torng - Damnak Smach Good: 20% - Fair: 40% 5.647 Fair Fair (PK 36+915 - 42+562) - Poor: 40%

Damnak Smach - Tbeng Khpuos - Some Cut Section. Side ditch to be required 4.569 Partially Lacking Fair Fair: 10% - Poor: 90% (PK 42+562 - 47+131) - Partially Eroded Slope. along cut section.

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 5 of 9 Final Report (Volume 1)

NORTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Rail Fastener Rail Joint Ballast Embankment Remarks

Tbeng Khpuos - Meanork Good: 30% - Fair: 40% - Some Cut Section. Side ditch to be required 8.534 Fair Fair (PK 47+131 - 55+665) - Poor: 30% - Partially Eroded Slope. along cut section.

Meanork - Kraing (PK 55+665 - Good: 30% - Fair: 40% - Some Cut Section.- Side ditch to be required 11.271 Often Lacking Fair 66+936) - Poor: 30% Eroded around bridges along cut section.

Kraing Lvea - Baraing 4.277 Fair Fair Fair: 30% - Poor: 70% (PK 66+936 - 71+213)

Baraing - Romeas Severe Impact with 5.245 Fair Fair: 5% - Poor: 95% (PK 71+213 - 76+458) Pitching

Romeas - Kraing Skea Good: 10% - Fair: 50% - Some Cut Section. Side ditch to be required 17.376 Fair Fair (PK 76+458 - 93+834) - Poor: 40% - Partially Eroded Slope. along cut section.

Kraing Skea - Kdol Severe Impact with - Some Cut Section. Side ditch to be required 17.313 Fair Fair: 80% - Poor: 20% (PK 93+834 - 111+147) Pitching - Many Eroded Slope. along cut section.

Kdol - Bamnak Severe Impact with Good: 30% - Fair: 40% 13.252 Fair Few Cut / Fill section (PK 111+147 - 124+399) Pitching - Poor: 30%

Bamnak - Kamreng Severe Impact with 9.065 Fair Fair: 70% - Poor: 30% Few Cut / Fill section (PK 124+399 - 133+464) Pitching

Kamreng - Toteung Thngai Severe Impact with - Few Cut / Fill section 14.652 Fair Fair: 60% - Poor: 40% (PK 133+464 - 148+116) Pitching and Rolling - Some Swampy section

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 6 of 9 Final Report (Volume 1)

NORTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Rail Fastener Rail Joint Ballast Embankment Remarks

Toteung Thngai - Pursat Severe Impact with Good: 15% - Fair: 70% Some narrow crown Partially Wooden 17.351 Fair (PK 148+116 - 165+467) Pitching and Rolling - Poor: 15% section. Sleeper

Pursat - Snam Preah Severe Impact with Good: 10% - Fair: 30% 7.690 Fair Narrow crown. Many Level Crossing. (PK 165+467 - 173+157) Pitching and Rolling - Poor: 60%

Snam Preah - Trapeang Chorng Severe Impact with 6.572 Fair Fair: 20% - Poor: 80% (PK 173+157 - 179+729) Pitching and Rolling

Trapeang Chorng - Beng Khnar(PK Severe Impact with 7.812 Fair Fair: 40% - Poor: 60% Narrow crown. 179+729 - 187+541) Pitching and Rolling

Beng Khnar - Svay Daunkeo Severe Impact with Good: 10% - Fair: 30% 10.150 Fair Narrow crown. (PK 187+541 - 197+691) Pitching and Rolling - Poor: 60%

Svay Daunkeo - Kalompouk Severe Impact with Good: 10% - Fair: 70% 11.909 Fair Narrow crown. (PK 197+691 - 209+600) Pitching and Rolling - Poor: 20%

Kalompouk - Severe Impact with 5.154 Fair Fair: 30% - Poor: 70% (PK 209+600 - 214+754) Pitching and Rolling

Prey Svay - Maung Ruessel Severe Impact with 8.350 Fair Poor: 100% (PK 214+754 - 223+104) Pitching and Rolling

Maung Ruessel - Koh Char Severe Impact with 8.561 Fair Fair: 50% - Poor: 50% (PK 223+104 - 231+665) Pitching and Rolling

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 7 of 9 Final Report (Volume 1)

NORTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Rail Fastener Rail Joint Ballast Embankment Remarks

Koh Char - Kok Trom Severe Impact with Partially Wooden 4.978 Fair Fair: 10% - Poor: 90% (PK 231+665 - 236+643) Pitching and Rolling Sleeper

Severe Impact with Kok Trom - Phnom Thip Dei 7.597 Fair Pitching and Rolling Poor: 100% (PK 236+643 - 244+240) (Worst section)

Phnom Thip Dei - Svay Cheat Severe Impact with 7.709 Fair Poor: 100% (PK 244+240 - 251+949) Pitching and Rolling

Svay Cheat - Reang Kesei Severe Impact with 4.287 Fair Poor: 100% (PK 251+949 - 256+236) Pitching and Rolling

Reang Kesei - Ou Sralao Severe Impact with Partially filled by 5.889 Fair Poor: 100% (PK 256+236 - 262+125) Pitching and Rolling crashed big rocks.

Ou Sralao - Ou Dambang(PK Severe Impact with 6.033 Fair Poor: 100% 262+125 - 268+158) Pitching and Rolling

Ou Dambang - Severe Impact with 4.894 Fair Poor: 100% (PK 268+158 - 273+052) Pitching and Rolling

Severe Impact with Battambang - Sieam 6.315 Fair Pitching and Rolling Poor: 100% Many Level Crossing. (PK 273+052 - 279+367) (Worst section) Formation Level Sieam - Ou Taky Severe Impact with 5.169 Fair Poor: 100% Upping (30cm - 50cm) Some Level Crossing (PK 279+367 - 284+536) Pitching and Rolling to be required.

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 8 of 9 Final Report (Volume 1)

NORTHERN LINE TRACK CONDITION SURVEY

Section Length (km) Rail Fastener Rail Joint Ballast Embankment Remarks

Severe Impact with Formation Level Ou Taky - Chondeur Svar 13.635 Fair Pitching and Rolling Poor: 100% Upping (30cm - 50cm) (PK 284+536 - 298+171) (Worst section) to be required. Formation Level Chondeur Svar - Chroy Selao Severe Impact with 8.051 Fair Poor: 100% Upping (30cm - 50cm) (PK 298+171 - 306+222) Pitching and Rolling to be required. Bad Lateral Chroy Selao - Tuol Samrang Distortion. 4.110 Fair Fair: 30% - Poor: 70% (PK 306+222 - 310+332) Severe Impact with Pitching and Rolling. Severe Impact with Tuol Samrang - Phnom Tauch 5.439 Fair Pitching and Rolling Poor: 100% (PK 310+332 - 315+771) (Worst section) Severe Impact with Formation Level Phnom Tauch - Chamkar Chek 6.159 Fair Pitching and Rolling Poor: 100% Upping (30cm - 50cm) (PK 315+771 - 321+930) (Worst section) to be required. Severe Impact with Chamkar Chek - Mongkol Borey Good: 20% - Fair: 20% 8.274 Fair Pitching and Rolling, (PK 321+930 - 330+204) - Poor: 60% Not good. Severe Impact with Mongkol Borey - Sisophon Good: 20% - Fair: 40% 7.106 Fair Pitching and Rolling, (PK 330+204 - 337+310) - Poor: 40% Not good. Severe Impact with Sisophon - End Point of Existing 0.990 Fair Pitching and Rolling, Poor: 100% Line(PK 337+310 - 338+300) Not good. 338.300

REHABILITATION OF RAILWAY IN CAMBODIA Appendix 4 ADB T.A. NO. 6251-REG Page 9 of 9