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มิถุนายน 2559 (Trackwork)

- De-Stressing  at Depot, Track (WS-05, WS-06)

- Survey Track Measurement (No.240) at Mainline, Track (EB) CH:1+441.630 to CH:1+489.329

- Pouring Concrete (No.240) at Pouring Concrete (No.240)

- Alumino Thermic Weilding  at TO/DP 2006 RH (T-14) (WS-03), (CN-02), (T-09) , (SB-04)

- Alumino Thermic Welding for Routine Test (cover 201-400 joint, Sample = 06 Joints) at Depot, Track (SB)

- Activities Grinding the Welded Rails at Depot Track

- Final Grinding joint (ATW & FBW) at Depot, Track (WS-01, WS02, WS03, WS04)

- Grouting Surface at Depot, Track (CN-1)  CH:057.000 to CH:066.000

- MT and UT for Thermic Welding Cover 201-400 Joints (: 6 Samples) at Depot

- Final Grinding Joint (ATW & FBW) at Depot, Track  (CN-3, PT, WM, WS05, WS06, WS07, WS08) Total 223 Joints

- Alumino thermic Welding Test at Depot, No.08 SS,  No.09 SS

- UT MT Testing for 2 Samples of ATW (Cover 201-400) at Depot

- Grouting Surface at Track (CN-1) CH:0+059.000 to CH:0+066.000

- Electrical Testing (1. Running Rail/Turnout Continuity Test), 2.Rail TO Rail Insulation Resistance Test) at Mainline, Track (EB) CH:0+000.000 to CH:0+519.480,  (NB) CH:0+000.0000 to CH:0+531.169

- Final Grinding Joint (ATW & FBW) at Depot, Track (CN-2), PT, WM, SB04 and TURN OUT No 08 ,No 09 ,No10

- Electrical Testing (1.Track/Turnout to Earth Resistance Test)

- Aluminothermic Welded Specimens for 201-400 (Rewelded) at Alstom Yard

- Slow Bending Test for Flash Butt Weld Joint for Joint (No.1501-2000)  at  KMITT Lab, No 20 SS, No 21 SH, No 24 HH

- UT/ MT Testing of ATW (cover 201-400) Total Sample 2 Joints at Temporary Site Office Alstom Kanlapaphruek

- Survey Track Measurement (No.255) at Mainline, Track (EB) CH:7+236.680 to CH:7+354.002

- Survey Track Measurement (No.255-1) at Mainline, Track (EB) CH:1+626.385 to CH:1+667.641

- Materials and Equipment On-Site (Thermabond Kit 36 In 38 Sets, Primer-Solvent Installation Kit 3 sets) Stock Yard (km.29)

- Installation Wheel Stop (1 set Track WS06 CH.0+326.019, 1 set Track WS07 CH.0+355.137) at Depot, Track (WS-05) CH:0+318.920

- Pouring Concrete (No.255) at Mainline, Track (EB) CH:7+236.574 to CH:7+354.002 (117.428 M., 25 Slabs/ 73 m^3)

- Pouring Concrete (No.255-1) at Mainline, Track (EB) CH:1+626.385 to CH:1+667.641 (41.256 M., 14 Slabs /28 m^3)

- Magnetic Test and Ultrasonic Test, Total = 75 joints at Depot, Track

- Electrical Testing (1.Running Rail/Turnout Continuity Test), (2.Rails TO Rail Insulation Resistance Test) at Mainline, Track (NB) CH:0+531.169 to CH:1+358.000, Track (EB) CH:0+519.480 to CH:1+519.480

- Magnetic Test and Ultrasonic Test (No.01), Total = 2 Joints  at mainline, Track (EB) CH:0+819.000 to Track (NB) CH:0+893.619    (Turnout NO.01 R300- 1:14)

- Survey Track Measurement (No.257), (99.868 M./  21 Slabs) Mainline, Track (EB) CH:7+454.330 to CH:7+554.198

- Pouring Concrete (No.257), (99.868 M.  /21 Slabs/58 m^3) Mainline, Track (EB) CH:7+454.330 to CH:7+554.198

 

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