50
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 COMPUTATION PAGE ¿ MERGE 34 AREA COMPUTATIONS: STA 0+000 L=0.00 C=0 mR=0 m 0h 1 h 1 = 00 10 = h 20 h 2+ 10 H 1=0 H 2=0 m A =0 m 2 STA 0+020 L=.36 mC=.36 mR=.36 m H 1=.36 mH 2=.36 m A =2 ( ( 1.5 ( .36 ) +5 )+5 2 )( .36 ) A =3.79 m 2 STA 0+040 L=.73 mC=.73 mR=.73 m H 1=.73 mH 2=.73 m A =2 ( ( 1.5 ( .73 ) +5 )+5 2 )( .73 ) A =8.10 m 2

Surveying Plate 6 ARANDA

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Page 1: Surveying Plate 6 ARANDA

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

Page 2: Surveying Plate 6 ARANDA

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

Page 3: Surveying Plate 6 ARANDA

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

Page 4: Surveying Plate 6 ARANDA

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

Page 5: Surveying Plate 6 ARANDA

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

Page 6: Surveying Plate 6 ARANDA

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

Page 7: Surveying Plate 6 ARANDA

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

Page 8: Surveying Plate 6 ARANDA

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

Page 9: Surveying Plate 6 ARANDA

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

Page 10: Surveying Plate 6 ARANDA

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

Page 11: Surveying Plate 6 ARANDA

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

Page 12: Surveying Plate 6 ARANDA

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

Page 13: Surveying Plate 6 ARANDA

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

Page 14: Surveying Plate 6 ARANDA

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

Page 15: Surveying Plate 6 ARANDA

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

Page 16: Surveying Plate 6 ARANDA

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

Page 17: Surveying Plate 6 ARANDA

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

Page 18: Surveying Plate 6 ARANDA

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

Page 19: Surveying Plate 6 ARANDA

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

Page 20: Surveying Plate 6 ARANDA

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

Page 21: Surveying Plate 6 ARANDA

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

Page 22: Surveying Plate 6 ARANDA

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

Page 23: Surveying Plate 6 ARANDA

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

Page 24: Surveying Plate 6 ARANDA

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

Page 25: Surveying Plate 6 ARANDA

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

Page 26: Surveying Plate 6 ARANDA

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

Page 27: Surveying Plate 6 ARANDA

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

Page 28: Surveying Plate 6 ARANDA

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

Page 29: Surveying Plate 6 ARANDA

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

Page 30: Surveying Plate 6 ARANDA

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

Page 31: Surveying Plate 6 ARANDA

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

Page 32: Surveying Plate 6 ARANDA

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

Page 33: Surveying Plate 6 ARANDA

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

Page 34: Surveying Plate 6 ARANDA

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

Page 35: Surveying Plate 6 ARANDA

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

Page 36: Surveying Plate 6 ARANDA

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

Page 37: Surveying Plate 6 ARANDA

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

Page 38: Surveying Plate 6 ARANDA

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

Page 39: Surveying Plate 6 ARANDA

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

Page 40: Surveying Plate 6 ARANDA

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

Page 41: Surveying Plate 6 ARANDA

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

Page 42: Surveying Plate 6 ARANDA

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

Page 43: Surveying Plate 6 ARANDA

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