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UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
AREA COMPUTATIONS:
STA 0+000
L=0.00C=0m R=0 m
0−h1h1
=0−010
= h 2−0h 2+10
H 1=0 H 2=0m
A=0 m2
STA 0+020
L=.36 m C=.36 m R=.36 m
H 1=.36 m H 2=.36 m
A=2((1.5 (.36 )+5 )+5
2)(.36)
A=3.79 m2
STA 0+040
L=.73 m C=.73 m R= .73 m
H 1=.73 m H 2=.73 m
A=2((1.5 (.73 )+5 )+5
2)(.73)
A=8.10 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+060
L=1.09m C=1.09 m R=1.09 m
H 1=1.09 m H 2=1.09m
A=2((1.5 (1.09 )+5 )+5
2)(1.09)
A=12.68 m2
STA 0+080
L=1.45m C=1.45 m R=1.45 m
H 1=1.45 m H 2=1.45m
A=2((1.5 (1.45 )+5 )+5
2)(1.45)
A=17.65 m2
STA 0+100
L=1.2 mC=1.2 m R=1.2 m
H 1=1.2 m H 2=1.2 m
A=2((1.5 (1.2 )+5 )+5
2)(1.2)
A=14.16 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+120
L=2.18m C=2.18 m R=2.18 m
H 1=2.18 m H 2=2.18 m
A=2((1.5 (2.18 )+5 )+5
2)(2.18)
A=28.93 m2
STA 0+140
L=1.93m C=1.9 m R=1.86 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.95 m H 2=1.84 m
A=1/2{¿
A=24.38 m2
STA 0+160
L=2.32mC=2.27 m R=2.22 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.36 m H 2=2.19 m
A=1/2{¿
A=30.44 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+180
L=3.12mC=3.06 m R=3.01m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=3.17 m H 2=2.96 m
A=¿1/2{¿
A=44.71 m2
STA 0+200
L=3.64 mC=3.64 m R=3.64 m
H 1=3.64 m H 2=3.64 m
A=2((1.5 (H 1 )+5 )+5
2)(C)
A=56.27 m2
STA 0+220
L=4 mC=4 m R=4 m
H 1=4 m H 2=4 m
A=2((1.5 (H 1 )+5 )+5
2)(C)
A=64 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+240
L=4.35 mC=4.35m R=4.35 m
H 1=4.35 m H 2=4.35 m
A=2((1.5 (H 1 )+5 )+5
2)(C)
A=71.88 m2
STA 0+260
L=4.64 mC=4.64m R=4.64 m
H 1=4.64 m H 2=4.64m
A=2((1.5 (H 1 )+5 )+5
2)(C)
A=78.69 m2
STA 0+280
L=4.85 mC=4.85m R=4.85 m
H 1=4.85 m H 2=4.85 m
A=2((1.5 (H 1 )+5 )+5
2)(C)
A=83.78 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+300
L=4.99 mC=4.99m R=4.99 m
H 1=4.99 m H 2=4.99 m
A=2((1.5 (H 1 )+5 )+5
2)(C)
A=87.25 m2
STA 0+320
L=2.99m C=2.96 m R=2.93 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=3.02 m H 2=2.9 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=42.75 m2
STA 0+340
L=2.93m C=2.9 m R=2.87m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.96 m H 2=2.84 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=41.62 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+360
L=2.85m C=2.82 m R=2.79 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.88 m H 2=2.77 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=40.13 m2
STA 0+380
L=2.91mC=2.88 m R=2.85 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.94 m H 2=2.82 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=41.25 m2
STA 0+400
L=1.97m C=1.87 m R=1.88 m
h1−C5+1.5 h1
= L−C105
;H 2−J
1.5 H 2+5= K−J
5
H 1=2.00 m H 2=1.85 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=24.38m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
S TA 0+420
L=2.25m C=2.22 m R=2.19 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.27 m H 2=2.17 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=29.6 m2
STA 0+440
L=2.01mC=1.98 m R=1.95 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.03 m H 2=1.93 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=25.68 m2
STA 0+460
L=1.91mC=1.89m R=1.85 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.93 m H 2=1.83m
A=12
{¿(H1+H2)(5+1.5(C)]}A=24.18m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+480
L=2.12mC=2.16 m R=2.20 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=2.09 m H 2=2.23 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=28.60 m2
STA 0+500
L=1.78m C=1.72m R=1.77 m
h1−C5+1.5 h1
= L−C105
;H 2−C
1.5 H 2+5= R−C
5
H 1=2.00 m H 2=1.85 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=22.28 m2
STA 0+520
L=1.35m C=1.4 m R=1.44m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=1.33 m H 2=1.46 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=16.91m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+540
L=.89 m C=.93 m R=.97 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.88 m H 2=.98 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=10.60 m2
STA 0+560
L=.48 m C=.52m R=.57 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.47 m H 2=.58 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=5.64 m2
STA 0+580
L=0m C=.05 m R=.1m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=0 m H 2=.1m
A=12
{¿(H1+H2)(5+1.5(C)]}A=.51m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+600
L=.25 m C=.2m R=.16 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=.252 m H 2=.16 m
A=12
{¿(H1+H2)(5+(C)]}A=2.07 m2
STA 0+620
L=.54 mC=.5m R=.45 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=.54 m H 2=.45 m
A=12
{¿(H1+H2)(5+(C)]}A=5.22m2
STA 0+640
L=.16 m C=.2m R=.25 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.16 m H 2=.25 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=2.09 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+660
L=.48 m C=.53 m R= .59 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.47 m H 2=.6 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=5.76 m2
STA 0+680
L=1.10m C=1.16 m R=1.22m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=1.08 m H 2=1.24 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=13.57 m2
STA 0+700
L=1.61mC=1.55m R=1.48 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.64 m H 2=1.45 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=19.11m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+720
L=1.79m C=1.72m R=1.66 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.82 m H 2=1.63m
A=12
{¿(H1+H2)(5+1.5(C)]}A=21.66 m2
STA 0+740
L=1.85m C=1.79 m R=1.72 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.89 m H 2=1.69m
A=12
{¿(H1+H2)(5+1.5(C)]}A=22.74 m2
STA 0+760
L=1.73m C=1.73 m R=1.73 m
H 1=1.73 m H 2=1.73m
A=12
{¿(H1+H2)(5+(C)]}A=20.32 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+780
L=1.16m C=1.16 m R=1.16 m
H 1=1.16 m H 2=1.16 m
A=12
{¿(H1+H2)(5+(C)]}A=12.97 m2
STA 0+800
L=1.08m C=1.03 m R=.98 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.1 m H 2=.97 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=11.9m2
STA 0+820
L=1.58m C=1.53 m R=1.47 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.6 m H 2=1.44 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=18.76 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+840
L=1.55m C=1.49 m R=1.43 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.58 m H 2=1.41m
A=12
{¿(H1+H2)(5+1.5(C)]}A=18.3 m2
STA 0+860
L=1.78m C=1.71m R=1.64 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.82 m H 2=1.61m
A=12
{¿(H1+H2)(5+1.5(C)]}A=21.5 m2
STA 0+880
L=2.37 mC=2.29 m R=2.22 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.42 m H 2=2.17 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=30.76 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+900
L=1.92mC=1.85m R=1.78 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=1.96 m H 2=1.75 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=23.68 m2
STA 0+920
L=3.23m C=3.19 m R=3.14 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=3.27 m H 2=3.1 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=47.09 m2
STA 0+940
L=3.86m C=3.81 m R=3.76 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=3.92 m H 2=3.71m
A=12
{¿(H1+H2)(5+1.5(C)]}A=59.98 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 0+960
L=4.45 mC=4.35m R=4.26 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=4.58 m H 2=4.14 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=72.01m2
STA 0+980
L=4.82 mC=4.47 m R=5.11 m
h1−C5+1.5 h1
= L−C5
;H 2−C
1.5 H 2+5= R−C
5
H 1=5.38 m H 2=6.32m
A=12
{¿(H1+H2)(5+1.5(C)]}A=90.77 m2
STA 1+000
L=5.26m C=4.92 m R=4.59 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=5.85 m H 2=4.17 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=86.66m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+020
L=2.14 mC=2.03 m R=1.92 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.21 m H 2=1.86 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=26.5 m2
STA 1+040
L=2.09m C=1.98 m R=1.87 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=2.17 m H 2=1.81 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=25.79 m2
STA 1+060
L=3.62mC=3.52m R=3.43 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=3.73 m H 2=3.33 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=53.89 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+080
L=5.23m C=5.19 m R=5.15 m
h 1−R10+1.5 h 1
= L−R10
= R−H 21.5 H 2
H 1=5.29 m H 2=5.09m
A=12
{¿(H1+H2)(5+1.5(C)]}A=92.32 m2
STA 1+100
L=.59 m C=.65 m R=.32 m
C−H 15+1.5 h1
=C−L15
;C−H 2
5+1.5 H 2=C−R
5
H 1=.58 m H 2=.29 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=5.85 m2
STA 1+120
L=8.59m C=8.60 m R=8.61 m
h 11.5 h1+ X
= LX
;h2
h2+10−X= C
5−X
C/X =J/5-X
H 1=.01 m H 2=.27 m
A CUT=1.2987 m2
A FILL=.0019 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+140
L=.71 mC=.71 m R=.71 m
H 1=.71 m H 2=.71 m
A=12
{¿(H1+H2)(5+(C)]}A=7.6 m2
STA 1+160
L=1.59m C=1.59 m R=1.59 m
H 1=1.59 m H 2=1.59m
A=12
{¿(H1+H2)(5+(C)]}A=18.43 m2
STA 1+180
L=2.41mC=2.41m R=2.41 m
H 1=2.41 m H 2=2.41m
A=12
{¿(H1+H2)(5+(C)]}A=29.91 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+200
L=3.06m C=3.06 m R=3.06 m
H 1=3.06 m H 2=3.06 m
A=12
{¿(H1+H2)(5+(C)]}A=39.96 m2
STA 1+220
L=3.50m C=3.50 m R=3.50 m
H 1=3.50 m H 2=3.50 m
A=12
{¿(H1+H2)(5+(C)]}A=47.25 m2
STA 1+240
L=3.71mC=3.71m R=3.71 m
H 1=3.71 m H 2=3.71m
A=12
{¿(H1+H2)(5+(C)]}A=50.86 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+260
L=3.69m C=3.69 m R=3.69 m
H 1=3.69 m H 2=3.69m
A=12
{¿(H1+H2)(5+(C)]}A=50.52m2
STA 1+280
L=6.14 mC=5.83 m R=5.51 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=6.55 m H 2=5.18 m
A=12
{¿(H1+H2)(5+(C)]}A=92.70 m2
STA 1+300
L=4.73 mC=4.67m R=4.61 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=4.79 m H 2=4.56 m
A=12
{¿(H1+H2)(5+(C)]}A=68.52 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+320
L=4.29 mC=4.22m R=4.15 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=4.35 m H 2=4.09 m
A=12
{¿(H1+H2)(5+(C)]}A=60.03 m2
ST A 1+340
L=3.67 mC=2.76 m R=2.76 m
H 1−Ch1+5
= L−C5
H 1=4.48 m H 2=2.76 m
A=12
{¿(H1+H2)(5+(C)]}A=41.91 m2
STA 1+360
L=2.99m C=2.92 m R=2.85 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=3.03 m H 2=2.81m
A=12
{¿(H1+H2)(5+(C)]}A=37.74 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+380
L=6.23m C=6.13 m R=6.03 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=6.36 m H 2=5.91 m
A=12
{¿(H1+H2)(5+(C)]}A=98.93 m2
STA 1+400
L=5.78m C=5.67 m R=5.56 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=5.91 m H 2=5.44 m
A=12
{¿(H1+H2)(5+(C)]}A=88.9 m2
STA 1+420
L=5.88m C=5.79 m R=5.7 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=5.99 m H 2=5.6 m
A=12
{¿(H1+H2)(5+(C)]}A=91.46 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+440
L=5.43m C=5.35 m R=5.26 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=5.52 m H 2=5.17m
A=12
{¿(H1+H2)(5+(C)]}A=82.10 m2
STA 1+460
L=4.9 mC=4.81m R=4.72 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=4.99 m H 2=4.64 m
A=12
{¿(H1+H2)(5+(C)]}A=71.27 m2
STA 1+480
L=4.23 mC=4.14m R=4.05 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=4.31m H 2=3.98 m
A=12
{¿(H1+H2)(5+(C)]}A=58.57 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+500
L=3.56m C=3.47 m R=3.38 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=3.63 m H 2=3.32m
A=12
{¿(H1+H2)(5+(C)]}A=46.76 m2
STA 1+520
L=2.95m C=2.86 m R=2.78 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=3 m H 2=2.73 m
A=12
{¿(H1+H2)(5+(C)]}A=36.84 m2
STA 1+540
L=2.62mC=2.54 m R=2.46 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=2.66 m H 2=2.42 m
A=12
{¿(H1+H2)(5+(C)]}A=31.87 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+560
L=2.29m C=2.22 m R=2.15 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=2.32 m H 2=2.12m
A=12
{¿(H1+H2)(5+(C)]}A=27.14 m2
STA 1+580
L=1.67m C=1.6 m R=1.53m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=1.69 m H 2=1.51m
A=12
{¿(H1+H2)(5+(C)]}A=18.57 m2
STA 1+600
L=.88 m C=.81m R=.73 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=.89 m H 2=.72 m
A=12
{¿(H1+H2)(5+(C)]}A=8.73 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+620
L=.04 mC=.13 m R=.21 m
I−h11.5 h1
= L−R10
= h 2−L1.5 h 2+10
H 1=.04 m H 2=.22 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=1.31m2
STA 1+640
L=0.94 mC=1.05 m R=1.15 m
I−h11.5 h1
= L−R10
= h 2−L1.5 h 2+10
H 1=.91 m H 2=1.19 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=12.15 m2
STA 1+660
L=.85 m C=.96 m R=1.07 m
I−h11.5 h1
= L−R10
= h 2−L1.5 h 2+10
H 1=.82 m H 2=1.11m
A=12
{¿(H1+H2)(5+1.5(C)]}A=11.01m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+680
L=2.01mC=1.88 m R=1.75 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=2.06 m H 2=1.71 m
A=12
{¿(H1+H2)(5+(C)]}A=22.37 m2
STA 1+700
L=3m C=2.87 m R=2.75 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=3.08 m H 2=2.68 m
A=12
{¿(H1+H2)(5+(C)]}A=37.02 m2
STA 1+720
L=1.24 mC=1.15 m R=1.08 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=1.26 m H 2=1.06 m
A=12
{¿(H1+H2)(5+(C)]}A=12.89 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+740
L=.4 mC=.53 m R=.65 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.39 m H 2=.68 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=5.72m2
STA 1+760
L=.3m C=.42m R=.54 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.29 m H 2=.56 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=4.49 m2
STA 1+780
L=.76 m C=.88 m R=1m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=.73 m H 2=1.04 m
A=12
{¿(H1+H2)(5+1.5(C)]}A=10 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+800
L=1.17m C=1.28 m R=1.4 m
H 2−L10+1.5 h 2
=R−L10
=L−H 11.5 H 1
H 1=1.13 m H 2=1.45m
A=12
{¿(H1+H2)(5+1.5(C)]}A=15.33 m2
STA 1+820
L=2.54 mC=2.54 m R=2.54 m
H 1=2.54 m H 2=2.54 m
A=12
{¿(H1+H2)(5+ C)]}A=31.85 m2
STA 1+840
L=9.01m C=8.86 m R=8.71 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=9.29 m H 2=8.46 m
A=12
{¿(H1+H2)(5+(C)]}A=167.27 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+860
L=8.19m C=8.04 m R=7.88 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=8.45 m H 2=7.64 m
A=12
{¿(H1+H2)(5+(C)]}A=145.14 m2
STA 1+880
L=7.26m C=7.1 m R=6.94m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=7.5 m H 2=6.72m
A=12
{¿(H1+H2)(5+(C)]}A=121.56 m2
STA 1+900
L=6.37 mC=6.2 m R=6.23m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=6.46 m H 2=6.14 m
A=12
{¿(H1+H2)(5+(C)]}A=101.58 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STA 1+920
L=3.67 mC=3.54 m R=3.41 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=3.77 m H 2=3.32 m
A=12
{¿(H1+H2)(5+(C)]}A=47.98 m2
STA 1+940
L=4.55 mC=4.38m R=4.2 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=4.72m H 2=4.06
A=12
{¿(H1+H2)(5+(C)]}A=63.05 m2
STA 1+960
L=3.07 mC=2.94 m R=2.84 m
H 1−Rh 1+10
=L−R10
=R−H 2h 2
H 1=3.14 m H 2=2.78 m
A=12
{¿(H1+H2)(5+(C)]}A=38.2 m2
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
VOLUME COMPUTATIONS:
STATION 0+000−STATION 0+020
L=20 m A 1=0 m2 A 2=3.79m2
C1=0m C2=.36m
D1=10m D2=11.08m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=37.94 m3
Vc=¿.65m3
V=−37.30 m3
STATION 0+020−STATION 0+040
L=20 m A 1=3.79 m2 A 2=8.10 m2
C1=.36m C2=.73m
D1=11.08 D2=12.19m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=118.94 m3
Vc=¿.68m3
V=−118.25m3
STATION 0+040−STATION 0+060
L=20 m A 1=8.10 m2 A 2=12.68 m2
C1=.73m C2=1.09m
D1= 12.19m D2=13.27m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=207.82 m3
Vc=¿.65m3
V=−207.17 m3
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STATION 0+060−STATION 0+080
L=20 m A 1=12.68 m2
A 2=17.65m2
C1=1.09m C2=1.45m
D1= 13.27m D2=14.35m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=303.36 m3
Vc=¿.65m3
V=−302.71m3
STATION 0+080−STATION 0+100
L=20 m A 1=17.65 m2
A 2=14.16 m2
C1=1.45m C2=1.20m
D1= 14.35m D2=13.60m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=318.14 m3
Vc=¿0.31m3
V=−317.83 m3
STATION 0+100−STATI ON 0+120
L=20 m A 1=14.16 m2
A 2=28.93 m2
C1=1.45m C2=2.18m
D1=14.35m D2=16.54m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=430.89 m3
Vc=¿4.80m3
V=−426.08 m3
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STATION 0+120−STATION 0+140
L=20 m A 1=28.93 m2
A 2=24.38 m2
C1=2.18m C2=1.90m
D1=16.54m D2=15.69m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=533.1 m3
Vc=0.40 m3
V=−532.69 m3
STATION 0+140−STATION 0+160
L=20 m A 1=24.38 m2
A 2=30.44 m2
C1=1.90m C2=2.27m
D1=15.69m D2=16.81m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=548.2 m3
Vc=0.70 m3
V=−547.51m3
STATION 0+160−STATION 0+180
L=20 m A 1=30.44 m2
A 2=44.71 m2
C1=2.27m C2=3.06m
D1=16.81m D2=19.20m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=751.5 m3
Vc=3.14 m3
V=−748.36 m3
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
STATION 0+180−STATION 0+200
L=20 m A 1=44.71 m2
A 2=56.27 m2
C1=3.06m C2=3.64m
D1=19.20m D2=20.92m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=1009.84 m3
Vc=1.66 m3
V=−1008.18 m3
STATION 0+200−ST ATION 0+220
L=20 m A 1=56.27 m2
A 2=64 m2
C1=3.64m C2=4m
D1=20.92m D2=22m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=1202.74 m3
Vc=.65 m3
V=−1202.10 m3
STATION 0+220−STATION 0+240
L=20 m A 1=64 m2
A 2=71.88 m2
C1=4m C2=4.35m
D1=22m D2=23.05m
V=VE−VC
VE=12( A 1+A 2)(20)
Vc=2012
(C 1−C 2 ) (D 1−D 2 )
Ve=1358.84 m3
Vc=.61 m3
V=−1358.23 m3
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
C1=4.35m C2=4.64mD1=23.05mD2=23.92m
C1=4.64m C2=4.85mD1=23.92mD2=24.55m
C1=4.85m C2=4.99mD1=24.55mD2=24.97m
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
C1=4.99m C2=2.96mD1=24.97mD2=18.88m
C1=2.96m C2=2.9mD1=18.88mD2=18.7m
C1=2.9m C2=2.82mD1=18.7mD2=18.46m
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
C1=2.82m C2=2.88mD1=18.46mD2=18.64m
C1=2.88m C2=1.87mD1=18.64mD2=15.78m
C1=1.87m C2=2.22mD1=15.78mD2=16.66m
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
C1=2.22m C2=1.98mD1=16.66mD2=15.94m
C1=1.98m C2=1.89mD1=15.94mD2=15.64m
C1=1.89m C2=2.16mD1=15.64mD2=16.48m
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
C1=2.16m C2=1.72mD1=16.48mD2=15.41m
C1=1.72m C2=1.4mD1=15.41mD2=14.19m
C1=1.4m C2=.93mD1=14.19mD2=12.79m
UNIVERSITY OF THE EAST – MANILA
COE – CIVIL ENG’G DEPARTMENT
PROPOSED 1.5 KM ROAD WAY ARANDA, EDWARD B.
ENGR. MARK ANTHONY L. ESCOBER
EARTHWORK COMPUTATIONPAGE ¿MERGEFORMAT 43
34
C1=.93m C2= .52mD1=12.79mD2=11.58m
C1=.52m C2=.05mD1=11.58mD2=10.15m
C1=.05m C2=.2mD1=10.15mD2=10.41m
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