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สิงหาคม 2558 (Trackwork)

- Survey Track Measurement (No.45) at Mainline, Track (EB) CH.5+763.052 to CH.5+794.567

- Final Inspection for Pouring (No.45) at Mainline, Track (EB) CH.5+677.103 – CH.5+794.567

- Pouring Concrete (No.45) at Mainline, Track (EB) CH.5+736.052 to CH.5+794.567

- Final Inspection for Pouring (No.45) at Mainline, Track (EB) CH.5+677.103 – CH.5+794.567

- Bracket for Conductor Rail at Mainline, Track (NB) CH.5+594.600 – CH.5+643.571

- Bracket for Conductor Rail (No.47) at Mainline, Track (NB) CH.5+643.571 to CH.5+699.542

-  Survey Track Measurement (No.47) at Mainline, Track (NB) CH.5+643.571 to CH.5+699.542

- Pouring Concrete (No.47) Mainline, Track (NB) CH.5+643.571 to CH.5+699.542

- Survey Track Measurement (No.48) at Mainline, Track (NB) CH.5+699.542 to CH.5+758.336

-Bracket for Conductor Rail at Mainline, Track (NB) CH.5+699.542-CH.5+758.336

- Survey Track Measurement (No.49) at Mainline, Track (NB) CH.5+758.336 to CH.5+817.026

- Final Inspection for Pouring Track Slab (No.49) at Mainline, Track (NB) CH.5+758.336-CH.5+817.026

- Pouring Concrete (No.49) at Mainline, Track (NB) CH.5+758.336 to CH.5+817.026

- Survey Track Measurement (No.50) at Mainline, Track (NB) CH.5+817.026 to CH.5+831.757 and (EB) CH.5+794.567 to CH.5+828.865

- Pouring Concrete (No.50) at Mainline, Track (NB)  CH.5+817.026 to CH.5+831.757 = 14.731 m. 3 slabs. (EB) CH.5+794.567 to CH.5+828.865 = 34.298 m. 7 slabs.

- Final Survey Track Measurement before Casting Concrete Slab Track (No.31) at Depot, Track (WS05) CH.0+033.604 to  CH.0+066.673  - 33.069 m.(WS06)CH.0+000.000 to CH.0+065.167 = 65.167 m.

- Slump Test Concrete Slab Track (No.31) at Depot,Track (WS05) CH.0+033.604 to CH.0+066.673,(WS06) CH.0+000.000 to CH.0+065.167 (Turnout T-19 RH 1:6 R100)

- Casting Concrete Slab Track (No.31) at Depot, Track (WS05) CH.0+033.604 to CH.0+066.673,(WS06) CH.0+000.000 to CH.0+065.167 (Turnout T-19 RH 1:6 R100)

- Curing Concrete Slab Track (No.31) at Depot, Track (WS05) CH.0+033.604 to CH.0+066.673,(WS06)CH.0+000.000 to CH.0+065.167 (Turnout T-19 RH 1:6 R100)

- Site Inspection at Depot, Track WS-04 to WS-08

- Activity Adjust Alignment line and level at Depot at Ws04

- Site Inspection at Depot,Track WS-01, WS-02

- Survey Track Measurement Steel Column in Track (Pre- Concreting No.01) at Depot, Track WS-04 CH:0+099.516 to CH:0+239.254

- Pull Out Test Shear Connector (No.32) at Depot, Track WS01 CH.0+278.000 to CH.0+310.000 and WS02 CH.0+337.000 to CH.0+375.000 (T-17 Turnout TG 1/6 R100 (RH)) 

- SCCC Continuity Test before Casting Concrete Slab Track (No.32) at Depot, Track (WS01) CH.0+278.000 to CH.0+310.000 and (WS02) CH.0+337.000 to CH.0+375.000 (T-17 Turnout TG 1/6 R100 (RH)) 

- Electrical Resistivity Test Shear Connector (No.32) at Depot, Track (WS01) CH.0+278.000 to CH.0+310.000 and (WS02) CH.0+337.000 to CH.0+375.000 (T-17 Turnout TG 1/6 R100 (RH)) 

- Spacing Sleeper and Bearers before Casting Concrete Slab Track (No.32) at Depot, Track (WS01) CH.0+278.000 to CH.0+310.000 and (WS02) CH.0+337.000 to CH.0+375.000 (T-17 Turnout TG 1/6 R100 (RH)) 

- Spacing Fastening before Grouting Semi Embedded Track (NO.01) at Depot, Track (WS08) CH.0+098.000 to CH.0+128.000

 

 

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