CEMP-E
TI 850-02
AFMAN 32-1125(I)
1 MARCH 2000
3) For Phase 2, anchors are to be applied along the Main Line from East Junction (Sta. 119+81) through
Sta. 194+00; West Line from Origin (Sta. 0+00) through Sta. 70+89; and North Line from Origin (Sta.
0+00) through Sta. 43+63.
4) Anchoring near the two open deck bridges (M 19+13 and W 40+00) should be done as follows: no
anchors on track on the bridge; box anchor every third tie for two rail lengths (about 66 ft) off either end of
the bridge.
11) Unload Ballast
Once the track is clear of excess vegetation, all bolts in place and tight, high spikes driven, and track in
crossings rebuilt, the track is ready for new ballast to be applied. Ballast and surfacing locations are
shown in table D-5.
Table C-5. Ballast and Surfacing Locations
Location
Footage
PHASE 1
Main
3+87 (S. end Rt. 40 Xing) to 19+13 (N. end bridge)
1,526
24+65 (S. end new Xing) to 45+50 (N. end scale track)
2,085
47+51 (S. end scale track) to 119+81 (East Junction)
7,230
10,841
East
0+00 (East Junction) to 120+56 (End)
12,056
Sidings (except X3, X4)
6,586
18,642
Yard
Tracks 2-5
5,823
Admin
Track A1 - up to 5+61 (Building 9)
561
Track A5 - up to 14+40 (to engine house)
1,440
Track A6 - up to 9+52 (End)
952
Track A8 - up to 6+00 (to scrap bin)
600
3,553
Total Phase 1 Footage (7.36 mi.)
38,859
PHASE 2
Main
C-33
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