±25 mm

BITUMINOUS SURFACE COURSE 50mm thk. BITUMINOUS BINDER COURSE 50mm thk. VERTICAL TOLERANCE: +/- 6mm BASE COURSE 150mm thk VERTICAL TOLERANCE: +/- 12mm

SUB-BASE COURSE 175mm thk. VERTICAL TOLERANCE: +/- 20mm Capping Material 300mm thk. VERTICAL TOLERANCE: SUB-GRADE FORMATION

Figure 1 SECTION THROUGH PAVEMENT

STA: 0+80.00 STA: 0+90.00 STA: 0+100.00 STA: 0+125.00 STA: 0+160.62

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CENTER LINE OF ROAD WAY

STA: 0+80.00 STARTING POINT OF ROAD WORKS

LEVELS

MARKER

AUTO BUSINESS

NEW R.C. RETAINING WALL

STATION

START

STATION

END

LAYER OF

PAVEMENT

LENGTH

(M)

WIDTH

(M)

THICKNESS

(M)

AREA

(M2)

VOL.

(M3)

0+80.00 0+90.00 BASE 10 6 0.150 60 9

ASPHALTIC

CONCRETE

10 6 .05 60 (2) 3(2)

0+90.00 0+100.00 CAPPING 10 4.1 0.300 41 12.3

SUBBASE 10 3.5 0.175 35 6.125

BASE 10 6 0.150 60 9

ASPHALTIC

CONCRETE

10 6 0.05 60(2) 3(2)

0+100.00 0+125.00 CAPPING 25 7.1 0.300 177.5 53.25

SUBBASE 25 7.1 0.175 177.5 31.06

BASE 25 6 0.150 150 22.5

ASPHALTIC

CONCRETE

25 6 0.05 150(2) 7.5(2)

0+125.00 0+160.62 BASE 35.62 6 0.150 213.72 32.058

ASPHALITIC

CONCRETE

35.62 6 0.05 213.72 10.68(2)