CEMP-E
TI 850-02
AFMAN 32-1125(I)
1 MARCH 2000
Location
Footage
119+81 (East Junction) to 194+01
7,420
257+79 to 263+97 (End)
618
8,038
West
0+00 to 75+06 (End)
7,506
North
0+00 to 48+73
4,873
Tracks SA-SE
2,237
7,110
Total Phase 2 Footage (4.29mi.)
22,654
This estimate is for sufficient ballast to give the track a 3-in. raise, fill in shoulders and cribs, and pull up
any track sags. It includes the costs of purchasing the ballast material, delivery to the work site, and
distribution along the track.
The mileages indicated correspond to the surfacing footages, as shown in table D-5.
Phase
Quantity (tons)
Mileage
$ Estimate
1
10,100
7.36
147,640
2
5,900
4.29
86,060
Total
16,000
11.65 mi
$ 233,700
Notes:
1)
Unit Cost estimate of ,060/mile based on:
a)
Ballast quantity of 0.2 cu yd per track ft (1,056 cu
yd/mi.) @ .00/cu yd. delivered to site, or
,560/mi.
b)
Unloading operation @ ,500/mile.
2)
Locations for ballast unloading are the same as for surfacing
(Remedial Action 7).
3)
1 cubic yard of ballast weighs approximately 1.3 tons.
4)
Ballast needed for rebuilding track in crossings is included in
the estimate for rebuilding road crossings.
5)
Estimate includes AREMA standard 15 percent allowance
for ballast waste and loss.
12) Surface Track/Reshape Ballast Section
The main surfacing operation includes:
C-34
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