higway engineering

8/12/2019 higway engineering

1/23

GENERAL NOTES

CONCRETING:

1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE DPWHSTANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS2004 EDITION VOLUME II.

2. CONSTRUCTION (CONTACT !OINTS ARE FORMED WHEN CONCRETE

ONONE SIDE OF THE !OINT IS POURED AHEAD AND ALLOWED TO SET

BEFOREPOURING ON THE OTHER SIDE.

". AT CONSTRUCTION !OINTS (LONGITUDINAL OR TRANSVERSE CARESHOULD BE TAKEN THAT NO CONCRETE FROM THE LAST SLAB FACE

OVERHANGS ANY PORTION OF THE FIRST SLAB.

4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS

SHALL BE SMOOTH ROUND STEEL.

#. TYPE OF WEAKENED PLAIN !OINT TO BE USED SHALL BE AS

SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE

WHOLE PRO!ECT.

$. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEETMETAL GAUGE NO. 1% OF BLACK IRON FREE FROM RUST AND KINKS.

&. AT LEAST SI' ($ SUCCESSIVE DOWELED BUTT !OINTS AT NORMAL

!OINT SPACING SHALL BE PROVIDED BEFORE OR AFTER AN E'PANSION

!OINT.

%. THE GROOVE OR CRACK ABOVE !OINTS (LONGITUDINAL OR

TRANSVERSE SHALL BE SEALED WITH "0 #0 PENETRATION ASPHALT

SEAL OR COLD APPLIED LI)UID RUBBER COMPOUND AFTER THE

CONCRETE HAD BEEN CURED AND OPEN BEFORE OPENING THE

PAVEMENT TO TRAFFIC. PENETRATION ASPHALT SEAL OR CONCRETE

PAVEMENT SHOULD BE POURED ON SUCH MANNER THAT SPILLING

WILL BE ELIMANATED * PREVENTED THUS, PROVIDE A SMOOTH

LEVELING SURFACE.

+. ALL TRANSVERSE !OINTS, E'CEPT CONSTRUCTION !OINT SHALL BE

CONTINOUS FROM EDGE TO EDGE


2/23

10. ALL LONGITUDINAL !OINTS SHALL MEET AT INTERSECTION WITH NO

GAPS AND OFFSETS.

11. PRIOR TO CONSTRUCTION CONDUCT BORING FOR VERIFICATION

OF PAVEMENT THICKNESS (PCCP.

12. VERIFY*CHECK STABILITY OF E'ISTING SUB GRADE AFTER REMOVAL

OF DETERIORATED PAVEMENT, PRIOR TO ITS RECONSTRUCTION *

REPLACEMENT.


3/23

V. LEGAL PROBLEM

PROPOSAL DESIGN OF CONSTRUCTION OFNATIONAL ROADS ALONG SAN MIGUEL AKLE

ANGAT ,BULACAN ROADS, SECTION KM. 0030+00

TO KM. 0044 + 800

LEGAL PROBLEMS, TO BE CONSIDERED IN THE PROPOSAL DESIGN OF

THE HIGHWAY.

E!"#$%&'( P)%*%$' R'-")(%*- D/!

A- ///- 356 675 55 853/858 /35 65 9/;/ 6/;6/3.

T&' S!"!' "*( 1!&') -12')*'*!"$ /*%! (1 *1! !"*( %* !&'""%! 1 %*/)') 1 !&' "'! 1 !&' )1"(.

D/! % $%%!'( !1 !&"! 1 "%*!"%*%*- !&' )1"(5" !' %* "1*(%!%1* )'"1*"#$ "' 1) /#$% !)"2'$ # 1!1)%! 5&1")' !&''$2' '6')%%*- 1)(%*") ")'.

I* "* "!%1* "-"%*! !&' S!"!', 1) 1!&') -12')*'*!"$ '*!%!%',!1 )'12') 1) ('"!&, %*7/), 1) )1')! (""-' "/'( # "(''! $%*- %*, "$1*-, "#12' 1) "(7"'*! !1 !&' "2'( /)"'1) !&' &1/$(') 1) #') 1 !&' )1"(5", %! % *''") !1'!"#$%& !&"! !&' (''! 5" !&' )16%"!' "/' 1 !&'

"%('*!, "*( " " *''") 1)1$$"), !&"! !&' '/'*!%"$&"%* 1 '2'*! $'"(%*- !1 !&' "%('*! 5" *1! #)19'* # "*':%'*!, %*!')2'*%*-, 1) %*(''*('*! "/'.

A " /)!&') 1*(%!%1* )''('*! !1 )'12') %! % *''") !1'!"#$%& !&"! !&' S!"!' 1) /#1)(%*"!' -12')*'*!"$ "-'* &"('%!&') "!/"$ 1) 1*!)/!%2' *1!%' 1 !&' (''! "*( "! !&' "'


4/23

!%' 5" "1)('( " )'"1*"#$' 11)!/*%! !1 !"9' )''(%"$ "!%1*5%!& )''! !&')'!1.

R''*! C1/)! D'!')%*"!%1*. T6/ >==5@5 ==5 39/58 6535 @35 9 855@/5 5 5;53 9 65 = 9 65

5 9 / >8/7//9. O5 75- /@=9 39/85/9 / 36

/>/9 8 =55 3> 9 39>3/75 9/35 9 398//9

689> 9 65 @99/; =>/3. T


5/23

65595, 5/575 65 S5 9 - 8>- 9 ;>8 ;/, - 5@97,

/5, /;/;, 965/85 65 /;6?9?- 9 595 35 - 398>3/; 8/75?-

/=53/9 - >/58 =595. I 8/558 398//9 / 958 -

9575, 65 S5 6 65 8>- 9 5 5@58/ 3/9,


6/23

A- 893/ 5,

C9>3/ 35 65 =95/ 9 98 365 8 />/5 9 65 /8;5 8

==9365 /3>8/; - /553/9 8 3953/; 98.

P97/85 5 3///5 9 =585/ 8 3-3/.

I)12' !)": ':%'* #'!5''* S"* M%-/'$ "*( A9$', A*-"!

P97/85 5J3/5 335 9 5398 39/; 9 65 C535 R/75 8 9

65 S5 98 5


7/23

P97/85 J3 @;5@5 5/9 6 39@=5@5 5//; 8 >>5 8 >5

8 >==9 85759=@5 9==9>//5.

P97/85 /@=9758 9==9>//5 9 5399@/3 8 9>/ 85759=@5 9

S M/;>5, B>3

P97/85 9 39@@53/ =9 /3>8/; B?89>5 /58.

P97/85 998 /@@>/- 9 65 /8;5 9 1 / 100 -5 998 575, 8 9

65 ==936 98 9 1 / 20 -5 998 575, /58.

P97/85 7/;/9 3535 9@ 65 88//9 39/; 9 /75 >5.

I*21$2' "$$ !"9'&1$(') "*( 1*%(') !&'%) %*!')'!

D5759= 9>/9 6 39/85 39@@>/- 5=53/9 9 65 =953.

S/- 65 536/3 8 =9358> 5>/5@5 9 R98 8 @//@5

57/35 (9@5- R98 8 TJ3 A>69/- 9@ 65 39@@>/- /9 65 85759=@5 9 65 =953

69>;6 65 /@=5@5/9 9 39@=565/75 =9;@ 9 39@@>/-

39>/9 8

P/3/=/9.

P)12%(' 2"$/' 1) 1*'

A36/575 >/5 55*39 /9 985 39.

D5759= 5;- 9 /5;5 >>5 >=;85 /9 65 =953.

M%*%%8/;

=9=5- /@=3.


8/23

M//@/5 65 /@=3 9 5/85/ @5/-, /3>8/; 9/5, 7//9, /

>/- 53.

M//@/5 65 /@=3 9 65/;5.

M//@/5 /@=3 9 65 > 57/9@5.

P97/85 =953 6 5//75- /9 65 >/, > 8 39@@>/-

395.

M//@/5 998/; /@=3 3>58 - 65 =953.

T&'' 1#7'!%2' ")' %1)!"*! " !&' 5%$$ #' /'( !1 1")' "*(

&1)!;$%! !&' )'$%%*") )1/!' 1!%1* "*( %('*!% " )'1'*('(

)''))'( $1"!%1* 1) !&' "((%!%1*"$ )1%*-.


9/23

II. PRO=ECT DESCRIPTION

T65 =>=95 9 6/ =953 853/=/9 / 9 853/5 65 =9=958

39>3/9 9 65 1#@ 9 39355 8/75/9 98 6 6 39@@535 /

S M/;>5, B>3 8 6 5@/5 / A5 / 65 M>/3/=/- 9 A;,B>3.

T65 =953 6 5 2?5 98 @5 9 J3 8 6 5/575 J3 398//9 /

S M/;>5

T65 98 /==58


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IV. SOURCES OF FUNDS

H 9 65 =953 39 8558 - 65 P6//==/5 G975@5. A

2"0 M//9 P59 9 ?.@ KM HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACANINTRODUCTION

P)17'! B"9-)1/*(

T65 1#.$ KM HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACAN =953

/5858 9 39>3 6/;65 9 A5, A; B>3

9 65 85759=@5 9 65 /9 98 5- / 5

85759=58 5 /3 W9 8 H/;68/; 65 /@=975@5 9 /9 98,

56///9 8 >3> 975-, /8/; / 7/9> 5, =953 3998//9 8 55

@9/9/; 8 57>/9.

T65 5/@58 =953 39 /75 85=@5 9 65 P6//==/5 ;975@5 5=9/5 9

5- 9 =953 / 65 58 9 =>/3


11/23

@/535 9 65 P6//==/5 98 5858 - DPWH 8 93 ;975@5 9 B>3. T65

==936 9 855@//; 65 93/9 9 >8/; / 9< 3//3 3935 9

=97/3/ 8 93 98 ;53/5. T9 /5 88//9 575>5 9 98, 65

PRC 69>8 5/65 /355 5//; 5 9 5/6 5< 575>5?//;

@536/@. A8 6/9/3-, 65 >5 9 9 9 35 98/- 98=9;@ 6 ;5- 933>58 65 8/35/9 9 =97/3/ 8 93

;975@5.

I. SCENARIO OF THE DESIGN

A.!.A I3. / 3/7/ 8 39>3/9 39@=- 6 6 >/ 9;

5=>/9 9 85/75/; >/- 57/35, 9 /@5, 8 39@=5//75

=/35. W5 =/85 9>575 9 5/; /58 8 5=5/5358 / =53 9

3/7/ 39>3/9 8 6/, 39@/58 55/75 9 @9 =-5 / 6/ /8>-.

O> 39@@/@5 9 /97/9 8 535535 /7/- 5> /

>335>- 39@=558 =953 9 96 3939 8 3/5. W5 >858

8 =9@95 65 /85 9 5

65/ ;9 5 @5.

A A.!.A I3., =9 9> >5 8 5 =/95 8 8/75

9 39/>5 65 6/;6 575 9 3>9@5 /3/9 855 7/5- 9 =953 9 >/>5 8

5/5 =953 @;5@5 -5@ 5>5 6 =9//75 9>39@5 /

36/5758 5;85 9 /5 9 >5 9 65 =953

II. PRO=ECT DESCRIPTION

T65 =>=95 9 6/ =953 853/=/9 / 9 853/5 65 =9=958

39>3/9 9 65 1#@ 9 39355 8/75/9 98 6 6 39@@535 /

S M/;>5, B>3 8 6 5@/5 / A5 / 65 M>/3/=/- 9 A;,

B>3.


12/23

T65 =953 6 5 2?5 98 @5 9 J3 8 6 5/575 J3 398//9 /

S M/;>5

T65 98 /==58 5 9 A5, A;, B>3 8 5

395358 - 98 ;6 3=3/- 9 339@@985

65 756/35 95 9 6/ 655 933> 9 9 />5 9>

=9/9. T65 />5 3 5 58 995 5< 6/;6358, 1#.$ KM

HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACAN

IV. SOURCES OF FUNDS

T65 5/@58 =953 39 /75 85=@5 9 65 P6//==/5 ;975@5 5=9/5 9

5- 9 =953 / 65 58 9 =>/3 3. T65

==936 9 855@//; 65 93/9 9 >8/; / 9< 3//3 3935 9


13/23

=97/3/ 8 93 98 ;53/5. T9 /5 88//9 575>5 9 98, 65

PRC 69>8 5/65 /355 5//; 5 9 5/6 5< 575>5?//;

@536/@. A8 6/9/3-, 65 >5 9 9 9 35 98/- 98

=9;@ 6 ;5- 933>58 65 8/35/9 9 =97/3/ 8 93

;975@5.

T65 1#.$ KM HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACAN 98 =953

8 5 >858 - DPWH 8 93 ;975@5 9 B>3. T65 ==936

9 855@//; 65 93/9 9 >8/; / 9< 3//3 3935 9

=97/3/ 8 93 98 ;53/5. T9 /5 88//9 575>5 9 98, 65

PRC 69>8 5/65 /355 5//; 5 9 5/6 5< 575>5?//;

@536/@. A8 6/9/3-, 65 >5 9 9 9 35 98/- 98

=9;@ 6 ;5- 933>58 65 8/35/9 9 =97/3/ 8 93

;975@5.

V. LEGAL PROBLEM

PROPOSAL DESIGN OF CONSTRUCTION OF NATIONAL ROADS ALONG

SAN MIGUEL AKLE ANGAT ,BULACAN ROADS, SECTION KM.

0030+00 TO KM. 004?+ @00

LEGAL PROBLEMS, TO BE CONSIDERED IN THE PROPOSAL DESIGN OF

THE HIGHWAY.

E!"#$%&'( P)%*%$' R'-")(%*- D/!

A- ///- 356 675 55 853/858 /35 65 9/;/ 6/;6/3.

T&' S!"!' "*( 1!&') -12')*'*!"$ /*%! (1 *1! !"*( %* !&'

""%! 1 %*/)') 1 !&' "'! 1 !&' )1"(.


14/23

D/! % $%%!'( !1 !&"! 1 "%*!"%*%*- !&' )1"(5" !' %* "

1*(%!%1* )'"1*"#$ "' 1) /#$% !)"2'$ # 1!1)%! 5&1

")' !&''$2' '6')%%*- 1)(%*") ")'.

I* "* "!%1* "-"%*! !&' S!"!', 1) 1!&') -12')*'*!"$ '*!%!%',

!1 )'12') 1) ('"!&, %*7/), 1) )1')! (""-' "/'( # "(''! $%*- %*, "$1*-, "#12' 1) "(7"'*! !1 !&' "2'( /)"'

1) !&' &1/$(') 1) #') 1 !&' )1"(5", %! % *''") !1

'!"#$%& !&"! !&' (''! 5" !&' )16%"!' "/' 1 !&'

"%('*!, "*( " " *''") 1)1$$"), !&"! !&' '/'*!%"$

&"%* 1 '2'*! $'"(%*- !1 !&' "%('*! 5" *1! #)19'* # "*

':%'*!, %*!')2'*%*-, 1) %*(''*('*! "/'.

A " /)!&') 1*(%!%1* )''('*! !1 )'12') %! % *''") !1

'!"#$%& !&"! !&' S!"!' 1) /#1)(%*"!' -12')*'*!"$ "-'* &"(

'%!&') "!/"$ 1) 1*!)/!%2' *1!%' 1 !&' (''! "*( "! !&' "'

!%' 5" "1)('( " )'"1*"#$' 11)!/*%! !1 !"9' )''(%"$ "!%1*5%!& )''! !&')'!1.

R''*! C1/)! D'!')%*"!%1*. T6/ >==5@5 ==5 39/58 65

35 @35 9 855@/5 5 5;53 9 65 = 9 65

5 9 / >8/7//9. O5 75- /@=9 39/85/9 / 36

/>/9 8 =55 3> 9 39>3/75 9/35 9 398//9

689> 9 65 @99/; =>/3. T


15/23

O/!%(' !&' R%-&!;1;W"

I 6/ 35 65 39> 658 6 655 68 55 9 536 9 8>-. T65 555 7/5

3/@. T65 39> >65 395858 6 65 39>- 98 / /58 -

>@59> 55 8 965 75;5/9. K55=/; 98 / 595 5=/

895 9 /3>85 8595/9 9 65 >9>8/; 39>-/85. T65 >5,

65595, 5/575 65 S5 9 - 8>- 9 ;>8 ;/, - 5@97,

/5, /;/;, 965/85 65 /;6?9?- 9 595 35 - 398>3/; 8/75?-

/=53/9 - >/58 =595. I 8/558 398//9 / 958 -

9575, 65 S5 6 65 8>- 9 5 5@58/ 3/9,


16/23

L89/58 9 55= 55 ;98- 535 9 @//@>@ 65/;6 9 / @55

9 >36 965 ;55 65/;6 39/8558 ==9=/5 - C9>3/.

A- 893/ 5,

C9>3/


17/23

#. TYPE OF WEAKENED PLAIN !OINT TO BE USED SHALL BE AS SPECIFIED IN

THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE WHOLE PRO!ECT.

$. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET

METAL GAUGE NO. 1% OF BLACK IRON FREE FROM RUST AND KINKS.

&. AT LEAST SI' ($ SUCCESSIVE DOWELED BUTT !OINTS AT NORMAL !OINT

SPACING SHALL BE PROVIDED BEFORE OR AFTER AN E'PANSION !OINT.

%. THE GROOVE OR CRACK ABOVE !OINTS (LONGITUDINAL OR TRANSVERSE

SHALL BE SEALED WITH "0 #0 PENETRATION ASPHALT SEAL OR COLD

APPLIED LI)UID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN

CURED AND OPEN BEFORE OPENING THE PAVEMENT TO TRAFFIC.PENETRATION ASPHALT SEAL OR CONCRETE PAVEMENT SHOULD BE POURED

ON SUCH MANNER THAT SPILLING WILL BE ELIMANATED * PREVENTED THUS,

PROVIDE A SMOOTH LEVELING SURFACE.

+. ALL TRANSVERSE !OINTS, E'CEPT CONSTRUCTION !OINT SHALL BE

CONTINOUS FROM EDGE TO EDGE

10. ALL LONGITUDINAL !OINTS SHALL MEET AT INTERSECTION WITH NO GAPSAND OFFSETS.

11. PRIOR TO CONSTRUCTION CONDUCT BORING FOR VERIFICATION OF

PAVEMENT THICKNESS (PCCP.

12. VERIFY*CHECK STABILITY OF E'ISTING SUB GRADE AFTER REMOVAL OF

DETERIORATED PAVEMENT, PRIOR TO ITS RECONSTRUCTION * REPLACEMENT.


18/23

B. PROFILING


19/23

C. CUT AND FILL


20/23

VII. DESIGN COMPUTATIONA. BO


21/23

B. ELEMENT OF CURVES


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OUTLINE

INTRODUCTION

I. SCENARIO OF THE DESIGN

II. PRO!ECT DESCRIPTION

III. STATEMENT OF PROBLEM

IV. SOURCE OF FUND

V. LEGAL PROBLEM

VI. DESIGN CRITERIA. G5 N95. P9/;

3. C> 8 F/

VII. DESIGN COMPUTATION. BO). E5@5 9 C>753. C> 8 F/


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