Summary of DPWH Bluebook

DPWH STANDARD SPECIFICATION AND MINIMUM TEST REQUIREMENTS TABLE OF CONTENT

Part Part A

FACILI CILITI TIES ES FOR FOR THE THE ENGI ENGINE NEER ER

Part Part B

OTHE OTHER R GEN GENER ERAL AL REQU REQUIR IREM EMEN ENT T

Part C EARTHWORKS Item No. 100 Clearin Clearin an! Gr"##i Gr"##in n 1 !rees diameter )ill e measured 1/-$ 'r%$ te r%"n! and r%"n! and a diameter le)) tan 10$$ )ill 10$$ )ill not e considered in payment. 2 "et'od of measurement. 10$$ t% 200$$ designated 200$$ designated as )$all. )$all. O&er 200$$ designated as lare 101 Re$%&al %' E(i)tin Str"*t"re Str"*t"re an! O#)tr"*ti%n O#)tr"*ti%n 10+ E(*a&a E(*a&ati% ti%n n 10, Str"*t"re Str"*t"re E(*a&ati E(*a&ati%n %n 1 Sample Sample test for every every 1500 1500 cu.m, Sampl Sample e is 50kg for outina outinary ry !est, !est, "oistu "oisture re #ensity #ensity elatio elation n and $% and 20kg 20kg for $lassification 2 &or every every 150m 150mm m uncom uncompac pacted ted dept' dept' cond conduct uct &#! 10- E$#an E$#an.$e .$ent nt 1 $onduct &#! for every 00 )3/$ %r 'ra*ti%n tere%' at at least on set of tree in tree in situ test. esult of &#! s'all 'ave 24 "## 24 "## min. 2 S"ita#le ( Selected %orro) %orro) for !opping !opping * gradation t'at all particle )ill pass sieve sieve +5mm 3 inc'esinc'esand not more t'an 15 mass percent )ill pass 0.0+5 no.200- sieve % Plasticity Inde PI-  54 $a(, $a(, and 4iuid 4imit 44-  ,04 $a( 3 Un)"ita#le ( 44  e(*ee! 60, 60, and PI  e(*ee!  % natu natura rall )at )ater er cont conten entt ec ecee eeds ds 100/ 100/ $ natu natura rall den densi sity ty 00 00 kg kgcu cu.m .m ma. ma. Page 1 of 35


6

Sample test for every 100 *"/$, *"/$, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification

10 S"#ra!e S"#ra!e Pre7arat Pre7arati%n i%n 1 $onduct &#! for every 00 )3/$ %r 'ra*ti%n tere%' at at least on set of tree in tree in situ test. esult of &#! s'all 'ave 24 "## 24 "## min. 2 Plasticity Inde PI-  54 $a(, $a(, and 4iuid 4imit 44-  ,04 $a( 3 Sample Sample test for every every 1500 1500 cu.m, Sampl Sample e is 50kg for outina outinary ry !est, !est, "oistu "oisture re #ensity #ensity elatio elation n and $% and 20kg 20kg for $lassification 6 If an area of sugrad sugrade e is soft and unstal unstale, e, t'e most most effective effective and c'eaper c'eaper met'od met'od to staili staili7e 7e t'e t'e soil soil prior to suase coure construction is e%te(tile) 5 !'e est soil for road sugrade )ould 'ave a group inde of -$a( 105 E3"i7$ent C%$7a*ti%n C%$7a*ti%n an! C%ntr%l C%ntr%l Den)it8 Stri7) 109 O&era O&era"l "l Part art D SUB BA BASE AN AND BA BASE COU COUR RSE Item No. +00 Areate Areate S"# S"# #a)e C%"r)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0/-+$$ :n%/-0; s'all :n%/-0; s'all 'ave LL < ,4 $a(, $a(, PI < 1+4 $a( 2 !'e coarse portion retain on a.2.00 mm no.10- sieve s'all 'ave a $a)) 7er*ent %' =ear 04 $a( y 4os (ngeles (rasion !est 3 euired t'ickness )'en compacted is 10$$ $a(/ 7er %ne la8er , (t least one group of t'ree in situ &#! s'ould e conducted in !rial Section for aout 00 )3/$ %r 'ra*ti%n tere%' per per material or procedure, esult of compaction s'all 'ave 1004 MDD $in/ &#! $in/ &#! result6 &or every 100 *"/$ %r 'ra*ti%n tere%' , Sample is 50kg for outinary !est, !est, "oisture #ensity elation and $% and 20kg for $lassification, 1 4aoratory $ompaction !est 5 &or every +00 *"/$ %r 'ra*ti%n tere%'> 1 $alifornia %earing atio $%-  +4 $in %#taine! 'r%$ MDD Page 2 of 35


6

Sample test for every 100 *"/$, *"/$, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification

10 S"#ra!e S"#ra!e Pre7arat Pre7arati%n i%n 1 $onduct &#! for every 00 )3/$ %r 'ra*ti%n tere%' at at least on set of tree in tree in situ test. esult of &#! s'all 'ave 24 "## 24 "## min. 2 Plasticity Inde PI-  54 $a(, $a(, and 4iuid 4imit 44-  ,04 $a( 3 Sample Sample test for every every 1500 1500 cu.m, Sampl Sample e is 50kg for outina outinary ry !est, !est, "oistu "oisture re #ensity #ensity elatio elation n and $% and 20kg 20kg for $lassification 6 If an area of sugrad sugrade e is soft and unstal unstale, e, t'e most most effective effective and c'eaper c'eaper met'od met'od to staili staili7e 7e t'e t'e soil soil prior to suase coure construction is e%te(tile) 5 !'e est soil for road sugrade )ould 'ave a group inde of -$a( 105 E3"i7$ent C%$7a*ti%n C%$7a*ti%n an! C%ntr%l C%ntr%l Den)it8 Stri7) 109 O&era O&era"l "l Part art D SUB BA BASE AN AND BA BASE COU COUR RSE Item No. +00 Areate Areate S"# S"# #a)e C%"r)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0/-+$$ :n%/-0; s'all :n%/-0; s'all 'ave LL < ,4 $a(, $a(, PI < 1+4 $a( 2 !'e coarse portion retain on a.2.00 mm no.10- sieve s'all 'ave a $a)) 7er*ent %' =ear 04 $a( y 4os (ngeles (rasion !est 3 euired t'ickness )'en compacted is 10$$ $a(/ 7er %ne la8er , (t least one group of t'ree in situ &#! s'ould e conducted in !rial Section for aout 00 )3/$ %r 'ra*ti%n tere%' per per material or procedure, esult of compaction s'all 'ave 1004 MDD $in/ &#! $in/ &#! result6 &or every 100 *"/$ %r 'ra*ti%n tere%' , Sample is 50kg for outinary !est, !est, "oisture #ensity elation and $% and 20kg for $lassification, 1 4aoratory $ompaction !est 5 &or every +00 *"/$ %r 'ra*ti%n tere%'> 1 $alifornia %earing atio $%-  +4 $in %#taine! 'r%$ MDD Page 2 of 35


9

#etermining ti*.ne)) #etermining ti*.ne)) of in place su ase course can e determined y te)t 7ittin test pitting are e(*a&ate! 1$ ( 1$ ecavation to a dept' of up to 5$. 5$. Soil sample i s recovered every $eter/$eter/-

+01 Areate Areate Ba)e Ba)e C%"r)e C%"r)e 1 If in some area, ase course are non*availale, -04 )eat'ered -04 )eat'ered limestone lended ) 504 crus'ed stones or gravel s'all e allo)ed 2 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0.625mm no.60- s'all 'ave LL < +4 $a(, $a(, PI < 54 $a( 3 &or every 100 *"/$ or *"/$ or fraction t'ereof, 1 4aoratory $ompaction !est !est and coarse portion retain on a.2.00 mm no.10- sieve s'all 'ave a $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( y $a( y 4os (ngeles (rasion !est Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification, 1 4aoratory $ompaction !est 5 &or every +00 *"/$ %r 'ra*ti%n tere%' , "aterial passing 1:mm 36;- sieve s'all 'ave a soaked $%  604 $in otain at "## 9 &iller s'all e free from 'ard lumps and n%t $%re tan 14 retain 14 retain on 6.+5mm no.6+ euired t'ickness )'en compacted is 10$$ $a(/ 7er %ne la8er , (t least one group of t'ree in situ &#! s'ould e conducted in !rial Section for aout 00 )3/$ %r 'ra*ti%n tere%' per per material or procedure, esult of compaction s'all 'ave 1004 MDD $in/ &#! $in/ &#! result+0+ Cr")e! Cr")e! Areate Areate Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0.625mm no.60- s'all 'ave LL < +4 $a(, $a(, PI < 54 $a( 2 &or every 100 *"/$ %r 'ra*ti%n tere%' , 1 4aoratory $ompaction !est and coarse portion retain on a .2.00 mm no.10- sieve s'all 'ave a mass percent of )ear arasion loss- -4 $a( y 4os (ngeles (rasion !est, n%t le)) tan 04 mass 04 mass s'all 'ave at least 1 f racture face, Sample is 50kg fo r outinary !est, !est, "oisture #ensity elation and $% and +0. and +0. for for $lassification, 1 4aoratory $ompaction !est 5 "aterial passing 1:mm 36;- sieve s'all 'ave a soaked $%  604 $in otain at "## 9 &iller s'all e free from 'ard lumps and n%t $%re tan 14 retain 14 retain on 6.+5mm no.6+ esult of compaction s'all 'ave 1004 MDD min. MDD min. Page 3 of 35


9

#etermining ti*.ne)) #etermining ti*.ne)) of in place su ase course can e determined y te)t 7ittin test pitting are e(*a&ate! 1$ ( 1$ ecavation to a dept' of up to 5$. 5$. Soil sample i s recovered every $eter/$eter/-

+01 Areate Areate Ba)e Ba)e C%"r)e C%"r)e 1 If in some area, ase course are non*availale, -04 )eat'ered -04 )eat'ered limestone lended ) 504 crus'ed stones or gravel s'all e allo)ed 2 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0.625mm no.60- s'all 'ave LL < +4 $a(, $a(, PI < 54 $a( 3 &or every 100 *"/$ or *"/$ or fraction t'ereof, 1 4aoratory $ompaction !est !est and coarse portion retain on a.2.00 mm no.10- sieve s'all 'ave a $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( y $a( y 4os (ngeles (rasion !est Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification, 1 4aoratory $ompaction !est 5 &or every +00 *"/$ %r 'ra*ti%n tere%' , "aterial passing 1:mm 36;- sieve s'all 'ave a soaked $%  604 $in otain at "## 9 &iller s'all e free from 'ard lumps and n%t $%re tan 14 retain 14 retain on 6.+5mm no.6+ euired t'ickness )'en compacted is 10$$ $a(/ 7er %ne la8er , (t least one group of t'ree in situ &#! s'ould e conducted in !rial Section for aout 00 )3/$ %r 'ra*ti%n tere%' per per material or procedure, esult of compaction s'all 'ave 1004 MDD $in/ &#! $in/ &#! result+0+ Cr")e! Cr")e! Areate Areate Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0.625mm no.60- s'all 'ave LL < +4 $a(, $a(, PI < 54 $a( 2 &or every 100 *"/$ %r 'ra*ti%n tere%' , 1 4aoratory $ompaction !est and coarse portion retain on a .2.00 mm no.10- sieve s'all 'ave a mass percent of )ear arasion loss- -4 $a( y 4os (ngeles (rasion !est, n%t le)) tan 04 mass 04 mass s'all 'ave at least 1 f racture face, Sample is 50kg fo r outinary !est, !est, "oisture #ensity elation and $% and +0. and +0. for for $lassification, 1 4aoratory $ompaction !est 5 "aterial passing 1:mm 36;- sieve s'all 'ave a soaked $%  604 $in otain at "## 9 &iller s'all e free from 'ard lumps and n%t $%re tan 14 retain 14 retain on 6.+5mm no.6+ esult of compaction s'all 'ave 1004 MDD min. MDD min. Page 3 of 35




!rial Section for aout 00 )3/$ per material or procedure

+0, Li$e Sta#ili?e! Sta#ili?e! R%a!$i( Areate Ba)e Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !estt$ $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 50kg for outinary !est, !est, "oisture #ensity elation and $% and 20kg for $lassification, 1 4aoratory $ompaction !est 3 Li$e ,4 t% 1+4 mass 1+4 mass percent of dry soil 6 &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ick knes ness #ete etermin rminat atio ion n 5 &or every 100t every 100t %r 'ra*ti%n tere%'> 1 Q"alit8 Te)t s'ould e conducted 9 if lime slurry is employed t'e typical ratio is 1 t%nne li$e t% + *"/$ = ater + $uring Period at least  !a8) of !a8) of protection#ifferent "et'ods ( maintain moist condition y )7rin.lin =ater % cover 0$$ of 0$$ of sand or eart' and maintain moist condition $ apply on surface a)7alt $e$#rane of $e$#rane of t'e type and ty approved y t'e =ngr. # apply on surface li3"i! $e$#rane *"rin *%$7"n! of *%$7"n! of t'e type and ty approved y t'e =ngr.  !rial Section must e at lea)t + =ee.) efore =ee.) efore actual eecution of )ork : !rial Section for aout 00 )3/$ per material or procedure +0- P%rtlan! Ce$ent Sta#ili?e! Areate Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !esttPage 6 of 35




!rial Section for aout 00 )3/$ per material or procedure

+0, Li$e Sta#ili?e! Sta#ili?e! R%a!$i( Areate Ba)e Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !estt$ $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 50kg for outinary !est, !est, "oisture #ensity elation and $% and 20kg for $lassification, 1 4aoratory $ompaction !est 3 Li$e ,4 t% 1+4 mass 1+4 mass percent of dry soil 6 &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ick knes ness #ete etermin rminat atio ion n 5 &or every 100t every 100t %r 'ra*ti%n tere%'> 1 Q"alit8 Te)t s'ould e conducted 9 if lime slurry is employed t'e typical ratio is 1 t%nne li$e t% + *"/$ = ater + $uring Period at least  !a8) of !a8) of protection#ifferent "et'ods ( maintain moist condition y )7rin.lin =ater % cover 0$$ of 0$$ of sand or eart' and maintain moist condition $ apply on surface a)7alt $e$#rane of $e$#rane of t'e type and ty approved y t'e =ngr. # apply on surface li3"i! $e$#rane *"rin *%$7"n! of *%$7"n! of t'e type and ty approved y t'e =ngr.  !rial Section must e at lea)t + =ee.) efore =ee.) efore actual eecution of )ork : !rial Section for aout 00 )3/$ per material or procedure +0- P%rtlan! Ce$ent Sta#ili?e! Areate Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !esttPage 6 of 35


$

2 3 6

5 5 +

 :

$a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification Ce$ent/ 54 t% 104 mass percent of dry soil &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ick knes ness #ete etermin rminat atio ion n &or every +000 every +000 #a) %r 'ra*ti%n tere%' of cement> cement > 1 :10.; Q"alit8 Te)t s'ould e conducted if portland cement slurry is employed t'e typical ratio is 1 t%nne 7%rtlan! *e$ent t% + *"/$ = ater $uring Period at least  !a8) of !a8) of protection#ifferent "et'ods ( maintain moist condition y )7rin.lin =ater % cover 0$$ of 0$$ of sand or eart' and maintain moist condition $ apply on surface a)7alt $e$#rane of $e$#rane of t'e type and ty approved y t'e =ngr. # apply on surface li3"i! $e$#rane *"rin *%$7"n! of *%$7"n! of t'e type and ty approved y t'e =ngr. !rial Section must e at lea)t + =ee.) efore =ee.) efore actual eecution of )ork !rial Section for aout 00 )3/$ per material or procedure

+0 A)7alt Sta#ili?e! Sta#ili?e! Areate Ba)e Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !estt$ $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification 3 (sp'a p'atic tic "ater terial ial ( s'all e Ani%ni* %r Cati%ni* E$"l)i'ie! A)7alt Page 5 of 35


$

2 3 6

5 5 +

 :

$a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification Ce$ent/ 54 t% 104 mass percent of dry soil &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ick knes ness #ete etermin rminat atio ion n &or every +000 every +000 #a) %r 'ra*ti%n tere%' of cement> cement > 1 :10.; Q"alit8 Te)t s'ould e conducted if portland cement slurry is employed t'e typical ratio is 1 t%nne 7%rtlan! *e$ent t% + *"/$ = ater $uring Period at least  !a8) of !a8) of protection#ifferent "et'ods ( maintain moist condition y )7rin.lin =ater % cover 0$$ of 0$$ of sand or eart' and maintain moist condition $ apply on surface a)7alt $e$#rane of $e$#rane of t'e type and ty approved y t'e =ngr. # apply on surface li3"i! $e$#rane *"rin *%$7"n! of *%$7"n! of t'e type and ty approved y t'e =ngr. !rial Section must e at lea)t + =ee.) efore =ee.) efore actual eecution of )ork !rial Section for aout 00 )3/$ per material or procedure

+0 A)7alt Sta#ili?e! Sta#ili?e! Areate Ba)e Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !estt$ $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification 3 (sp'a p'atic tic "ater terial ial ( s'all e Ani%ni* %r Cati%ni* E$"l)i'ie! A)7alt Page 5 of 35


6

5 9

% -4 t% 94 mass 94 mass percent of dry soil &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ick knes ness #ete etermin rminat atio ion n &or every -0t every -0t %r +00!r"$) %r 'ra*ti%n tere%' of emulsified asp'alt> asp'alt > 1 Q"alit8 Te)t : liter); s'ould e conducted !rial Section for aout 00 )3/$ per material or procedure

+05 P%rtlan! Ce$ent Treate! Plant Plant Mi( Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !estt$ $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification 3 Ce$ent/ 54 t% 104 mass percent of dry soil 6 &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ickn knes ess s #eter eterm minat inatiion 5 &or every +000 every +000 #a) %r 'ra*ti%n tere%' of cement> cement > 1 Q"alit8 Te)t :10 .)/; s'ould e conducted !rial Section must e at lea)t + =ee.) efore =ee.) efore actual eecution of )ork 9 "et'od ( Tra&el Plant Met%! (.1 Soil (ggregate (ggregate s'all e pulveri7ed until at lea)t 604 pass 604 pass 6.+5mm no.6- ecept for gravel > stone (.2 An8 Material etained Material etained on 50mm 2;- sieve s'all e removed (.3 Ma( +r)/ S'all e permitted for )et miing, lay do)n and finis'ing % Central Plant Met%! + no more t'an 50$in)/ =lapsed 50$in)/ =lapsed from t'e start of miing and t'e time start of compaction  $uring $ompund. Bit"$in%") C"rin Seal> applied 0/ applied 0/ L$+ t% 1 L$ + %f %f surface, maintain at maintain at lea)t  !a8)

Page 9 of 35


6

5 9

% -4 t% 94 mass 94 mass percent of dry soil &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ick knes ness #ete etermin rminat atio ion n &or every -0t every -0t %r +00!r"$) %r 'ra*ti%n tere%' of emulsified asp'alt> asp'alt > 1 Q"alit8 Te)t : liter); s'ould e conducted !rial Section for aout 00 )3/$ per material or procedure

+05 P%rtlan! Ce$ent Treate! Plant Plant Mi( Ba)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( Soil (ggregate &raction passing -/9$$ :n%/-; s'all :n%/-; s'all 'ave PI < -4 t% 104 %nl8 % 1 4ao 4aora rato tory ry $omp $ompac acti tion on !es !estt Pro Proct ctor or !es !estt$ $a)) 7er*ent %' =ear :a#ra)i%n l%)); 04 $a( Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for +0. for $lassification 3 Ce$ent/ 54 t% 104 mass percent of dry soil 6 &or every 10$ every 10$ %r 'ra*ti%n tere%' and @ and @ 10$$ layer compacted dept' ( 1004 $in "## $in "## must e attain &#!% 1 !'ic !'ickn knes ess s #eter eterm minat inatiion 5 &or every +000 every +000 #a) %r 'ra*ti%n tere%' of cement> cement > 1 Q"alit8 Te)t :10 .)/; s'ould e conducted !rial Section must e at lea)t + =ee.) efore =ee.) efore actual eecution of )ork 9 "et'od ( Tra&el Plant Met%! (.1 Soil (ggregate (ggregate s'all e pulveri7ed until at lea)t 604 pass 604 pass 6.+5mm no.6- ecept for gravel > stone (.2 An8 Material etained Material etained on 50mm 2;- sieve s'all e removed (.3 Ma( +r)/ S'all e permitted for )et miing, lay do)n and finis'ing % Central Plant Met%! + no more t'an 50$in)/ =lapsed 50$in)/ =lapsed from t'e start of miing and t'e time start of compaction 

$uring $ompund. Bit"$in%") C"rin Seal> applied 0/ applied 0/ L$+ t% 1 L$ + %f %f surface, maintain at maintain at lea)t  !a8)

Page 9 of 35


+09 Areate Areate St%*.7i St%*.7ile le Part E SURFACE CO COURSE Item No. ,00 S"r'a*e S"r'a*e Areate Areate C%"r)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0.625mm no.60- s'all 'ave LL < ,4 $a(, $a(, PI < rane 'r%$ -4 t% 24 2 &or every 100 *"/$ %r 'ra*ti%n tere%' , Sample is 0. for 0. for outinary !est, !est, "oisture #ensity elation and $% and 20kg for $lassification ( 1 4aoratory $ompaction !est !est Proctor !est!est% !'e coarse portion retain on a.2.00 mm no.10- sieve s'all 'ave a $a)) 7er*ent %' =ear -4 $a( y 4os (ngeles (rasion !est 3 euired t'ickness )'en compacted is 10$$ $a(/ 7er %ne la8er , (t least one group of t'ree in situ &#! s'ould e conducted in !rial Section for aout 00 )3/$ %r 'ra*ti%n tere%' per per material or procedure, esult of compaction s'all 'ave 1004 MDD $in/ &#! $in/ &#! result6 ?'en crus'ed aggregate is used, ( &or every 1500 cu.m or fraction fraction t'ereof, 50/ min of particle retain on 6.+5mm no.6- s'all 'ave 'ave at least 1 fractured face % Soak $% value at "##, +4$in for +4$in for gravel surface course and 604$in for 604$in for crus'ed aggregate surface course ,01 Bit"$in%" Bit"$in%") ) Pri$e C%at C%at 1 #efinitio #efinition. n. (pplica (pplication tion of lo) lo) viscosity viscosity cutac cutack k to an asoeren asoerentt surface. surface. It is used only only on untreate untreated d ase prior prior to placement of asp'alt pavement. 2 "aterial s'all eit'er e Ra7i! C"rin :RC; or :RC; or Me!i"$ C"rin :MC; $ut*%ack :MC; $ut*%ack (sp'alt 3 =uipment used must e a pressure distriutor ) cap. 1000 lit/ $in/ ) a 'eating 6 5 9

device attac'ed to a tank ale to 'eat up to 10 o$ %ituminous "aterial s'all e applied 1 t% + liter) 7er )3/$ it s'all e left undistured at least +- %"r). %"r). $onduct 1 : liter); @uality liter); @uality !est for every -0t %r +00 !r"$) %r 'ra*ti%n tere%' Page + of 35


+09 Areate Areate St%*.7i St%*.7ile le Part E SURFACE CO COURSE Item No. ,00 S"r'a*e S"r'a*e Areate Areate C%"r)e C%"r)e 1 Sample !est !est for grading and plasticity test for every ,00 *"/$ %r 'ra*ti%n tere%' ( &raction passing t'e 0.0+5 no.200- sieve 8 23 fraction fraction passing 0.625mm 0.625mm No.60% &raction passing 0.625mm no.60- s'all 'ave LL < ,4 $a(, $a(, PI < rane 'r%$ -4 t% 24 2 &or every 100 *"/$ %r 'ra*ti%n tere%' , Sample is 0. for 0. for outinary !est, !est, "oisture #ensity elation and $% and 20kg for $lassification ( 1 4aoratory $ompaction !est !est Proctor !est!est% !'e coarse portion retain on a.2.00 mm no.10- sieve s'all 'ave a $a)) 7er*ent %' =ear -4 $a( y 4os (ngeles (rasion !est 3 euired t'ickness )'en compacted is 10$$ $a(/ 7er %ne la8er , (t least one group of t'ree in situ &#! s'ould e conducted in !rial Section for aout 00 )3/$ %r 'ra*ti%n tere%' per per material or procedure, esult of compaction s'all 'ave 1004 MDD $in/ &#! $in/ &#! result6 ?'en crus'ed aggregate is used, ( &or every 1500 cu.m or fraction fraction t'ereof, 50/ min of particle retain on 6.+5mm no.6- s'all 'ave 'ave at least 1 fractured face % Soak $% value at "##, +4$in for +4$in for gravel surface course and 604$in for 604$in for crus'ed aggregate surface course ,01 Bit"$in%" Bit"$in%") ) Pri$e C%at C%at 1 #efinitio #efinition. n. (pplica (pplication tion of lo) lo) viscosity viscosity cutac cutack k to an asoeren asoerentt surface. surface. It is used only only on untreate untreated d ase prior prior to placement of asp'alt pavement. 2 "aterial s'all eit'er e Ra7i! C"rin :RC; or :RC; or Me!i"$ C"rin :MC; $ut*%ack :MC; $ut*%ack (sp'alt 3 =uipment used must e a pressure distriutor ) cap. 1000 lit/ $in/ ) a 'eating 6 5 9

device attac'ed to a tank ale to 'eat up to 10 o$ %ituminous "aterial s'all e applied 1 t% + liter) 7er )3/$ it s'all e left undistured at least +- %"r). %"r). $onduct 1 : liter); @uality liter); @uality !est for every -0t %r +00 !r"$) %r 'ra*ti%n tere%' Page + of 35


+

It s'all s'all e applied applied only to dry surfac surface e or slig'tly slig'tly moist. moist. (lso (lso applied applied for ne)ly ne)ly paveme pavement nt as in on top of )ell )ell graded graded and compacted ase course

,0+ Bit"$in%" Bit"$in%") ) Ta*. Ta*. C%at 1 !ack coat serve as a #%n!in n #%n!in n t'e ne) asp'alt to t'e eisting one. !ack !ack coat is applied on eisting asp'alt or concrete pavement. !'e ne) asp'alt can e laid )'en t'e coat is already )ti*.8/ 2 "aterial s'all eit'er e Ra7i! C"rin :RC; C"tBa*. A)7alt or A)7alt or E$"l)i'ie! A)7alt $ationic or (nionic3 %ituminous "aterial s'all e applied 0/+ t% 0/9 liter) 7er )3/$ 6 $onduct 1 : 1 : liter); @uality liter); @uality !est for every -0t %r +00 !r"$) %r 'ra*ti%n tere%' ,0, Bit"$in%" Bit"$in%") ) Seal C%at C%at 1 Serve as a 7re)er&ati%n of 7re)er&ati%n of asp'alt %riinal *%l%r> 7r%te*t 'r%$ te )"nlit an! = ater . !'is may also e used in eisting ituminous surface )it' or )o application of areate)/ 2 !ype 1 !ype 2 !ype 3 %ituminous "aterial, 4s.m 0.2 * 0.5 0.5 * 1 0.5 * 1.5 $over (ggregate, kgs.m none 5 * 10  * 16 3 %ituminous "aterial s'all e (sp'alt $ement, Penetration Arade 1+010, 1+010, and $ut*ack (sp'alt apid $uring or "edium $uring6 $over (ggregate for !ype 2 consist of )an! an! 'ine areate )'ile areate )'ile !ype 3 consist of *r")e! )t%ne> *r")e! ra&el %r *r")e! )la 5 C%&er Areate/ 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 grading test. &or arasion test, s'all 'ave a mass percent of )ear arasion loss- -04$a( 9 If crus'ed slag is used in cover aggregate t'e density must e 250 .*"/$ :50 l#) *"/'t/; min. + Seal coat s'all e applied 10 !a8) $in/ on $in/ on compacted ituminous, ecept if instructed y t'e =ngineer  %ituminous "aterial s'all e applied y pressure distriutor at t'e rate of 0/2 t% 1/6 lit)3/$ for asp'alt cement and 1/ t% ,/0 lit)3/$ for lit)3/$ for cut*ack asp'alt : $over (ggregate (ggregate s'all e spread at t'e rate of 0/00- t% 0/009 *"/$)3/$ 10 &or ituminous material, -0t %r +00 !r"$) or !r"$) or fraction t'ereof, 1 : liter); 3"alit8 te)t s'oul e conducted ,0- Bit"$in%") S"r'a*e Treat$ent Treat$ent 1 Single Single Surface Surface !reatm !reatment ent SS!SS!- * single applicat application ion of itumino ituminous us material material and single single spread spread of aggregat aggregate e Page  of 35


+

It s'all s'all e applied applied only to dry surfac surface e or slig'tly slig'tly moist. moist. (lso (lso applied applied for ne)ly ne)ly paveme pavement nt as in on top of )ell )ell graded graded and compacted ase course

,0+ Bit"$in%" Bit"$in%") ) Ta*. Ta*. C%at 1 !ack coat serve as a #%n!in n #%n!in n t'e ne) asp'alt to t'e eisting one. !ack !ack coat is applied on eisting asp'alt or concrete pavement. !'e ne) asp'alt can e laid )'en t'e coat is already )ti*.8/ 2 "aterial s'all eit'er e Ra7i! C"rin :RC; C"tBa*. A)7alt or A)7alt or E$"l)i'ie! A)7alt $ationic or (nionic3 %ituminous "aterial s'all e applied 0/+ t% 0/9 liter) 7er )3/$ 6 $onduct 1 : 1 : liter); @uality liter); @uality !est for every -0t %r +00 !r"$) %r 'ra*ti%n tere%' ,0, Bit"$in%" Bit"$in%") ) Seal C%at C%at 1 Serve as a 7re)er&ati%n of 7re)er&ati%n of asp'alt %riinal *%l%r> 7r%te*t 'r%$ te )"nlit an! = ater . !'is may also e used in eisting ituminous surface )it' or )o application of areate)/ 2 !ype 1 !ype 2 !ype 3 %ituminous "aterial, 4s.m 0.2 * 0.5 0.5 * 1 0.5 * 1.5 $over (ggregate, kgs.m none 5 * 10  * 16 3 %ituminous "aterial s'all e (sp'alt $ement, Penetration Arade 1+010, 1+010, and $ut*ack (sp'alt apid $uring or "edium $uring6 $over (ggregate for !ype 2 consist of )an! an! 'ine areate )'ile areate )'ile !ype 3 consist of *r")e! )t%ne> *r")e! ra&el %r *r")e! )la 5 C%&er Areate/ 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 grading test. &or arasion test, s'all 'ave a mass percent of )ear arasion loss- -04$a( 9 If crus'ed slag is used in cover aggregate t'e density must e 250 .*"/$ :50 l#) *"/'t/; min. + Seal coat s'all e applied 10 !a8) $in/ on $in/ on compacted ituminous, ecept if instructed y t'e =ngineer  %ituminous "aterial s'all e applied y pressure distriutor at t'e rate of 0/2 t% 1/6 lit)3/$ for asp'alt cement and 1/ t% ,/0 lit)3/$ for lit)3/$ for cut*ack asp'alt : $over (ggregate (ggregate s'all e spread at t'e rate of 0/00- t% 0/009 *"/$)3/$ 10 &or ituminous material, -0t %r +00 !r"$) or !r"$) or fraction t'ereof, 1 : liter); 3"alit8 te)t s'oul e conducted ,0- Bit"$in%") S"r'a*e Treat$ent Treat$ent 1 Single Single Surface Surface !reatm !reatment ent SS!SS!- * single applicat application ion of itumino ituminous us material material and single single spread spread of aggregat aggregate e Page  of 35


2 5 9 +  : 10 11

12

#oule Surface !reatment SS!- * doule application of ituminous material and single spread of aggregate %ulk Specific Aravity of aggregates must e +/ t% +/9, +/9 , if not met proportionate correction must conduct until it reac'es 2.95 If crus'ed slag is used in cover aggregate t'e density must e 250 .*"/$ :50 l#) *"/'t/; min. (sp'altic "aterial "aterial s'all e applied at lea)t +- %"r) after %"r) after surface 'ad een prime coated C"t#a*. a)7alt %r a)7alt *e$ent s'all *e$ent s'all e applied on dry surface, )'ile E$"l)i'ie! A)7alt on A)7alt on moist surface Spray s'ould commence if road temperature is +0 is +0 %C $in/ Sprayed surface must e covered immediately y aggregate + $in"te) $a(/ 1 Arading test % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e> Sample is 0. is 0. for outinary !est, "oisture "oisture #ensity elation and $% a nd +0. nd +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( ?'en using cut*ack asp'alt, asp'alt cement or emulsified asp'alt * 1/6 t% +/0- L)3/$ % Bne uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%'

,0 Bit"$in%") Penetrati%n Ma*a!a$ Pa&e$ent  consists of placing one or more aggregate and one or more ituminous material follo)ed y a seal coat ) cover aggregate 1 %ulk Specific Aravity of aggregates must e +/ t% +/9, +/9 , if not met proportionate correction must conduct until it reac'es +/5 2 3 6

ituminous material s'all e made only )'en aggregate is dry and atmosp'eric temp. in t'e s'ade is 1 %C $in prior to application of ituminous material t'e aggregate layer )ill e tested y t'e =ngineer using a ,$ )trait e!e at e!e at selected location, variation s'all not eceed 10$$ $a( &or (ggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 Arading test % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! Page : of 35


2 5 9 +  : 10 11

12

#oule Surface !reatment SS!- * doule application of ituminous material and single spread of aggregate %ulk Specific Aravity of aggregates must e +/ t% +/9, +/9 , if not met proportionate correction must conduct until it reac'es 2.95 If crus'ed slag is used in cover aggregate t'e density must e 250 .*"/$ :50 l#) *"/'t/; min. (sp'altic "aterial "aterial s'all e applied at lea)t +- %"r) after %"r) after surface 'ad een prime coated C"t#a*. a)7alt %r a)7alt *e$ent s'all *e$ent s'all e applied on dry surface, )'ile E$"l)i'ie! A)7alt on A)7alt on moist surface Spray s'ould commence if road temperature is +0 is +0 %C $in/ Sprayed surface must e covered immediately y aggregate + $in"te) $a(/ 1 Arading test % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e> Sample is 0. is 0. for outinary !est, "oisture "oisture #ensity elation and $% a nd +0. nd +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( ?'en using cut*ack asp'alt, asp'alt cement or emulsified asp'alt * 1/6 t% +/0- L)3/$ % Bne uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%'

,0 Bit"$in%") Penetrati%n Ma*a!a$ Pa&e$ent  consists of placing one or more aggregate and one or more ituminous material follo)ed y a seal coat ) cover aggregate 1 %ulk Specific Aravity of aggregates must e +/ t% +/9, +/9 , if not met proportionate correction must conduct until it reac'es +/5 2 3 6

ituminous material s'all e made only )'en aggregate is dry and atmosp'eric temp. in t'e s'ade is 1 %C $in prior to application of ituminous material t'e aggregate layer )ill e tested y t'e =ngineer using a ,$ )trait e!e at e!e at selected location, variation s'all not eceed 10$$ $a( &or (ggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 Arading test % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! Page : of 35


5

'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4$a( soundness 1+4$a( soundness loss-, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification $ If crus'ed slag is used in aggregate t'e density must e 11+0 .*"/$ :90 l#) *"/'t/; min. &or &or %it %itum umin inou ous s "ate "ateri rial al ( @uantity 9/+0 @uantity 9/+0 t% 11/00 L)3/$ % Bne : liter); uality liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%'

,05 Bit"$in%") R%a! Mi( Mi( S"r'a*e C%"r)e :Mi(e! in Pla*e Pla*e C%n)tr"*ti%n; 1 Procedure Procedure.. !'e aggregate aggregate s'ould s'ould e place place first first to t'e surface surface t'e spray spray t'e itumi ituminous nous materia materiall eit'er eit'er cutack cutack asp'alt asp'alt % % or emulsified asp'alt-. Spraying may e done in 10 C t% +00 C/ !'en initial roll using pneumatic roller )it' a force of 60 7)i/ &inal rolling is done y tree y tree =eel %r tan!e$ t87e )teel =eel r%ller :te$7 %' ++0 t% ++ %C;> travelling .$ 7er %"r n%t le))/ tan 10 t%n) to eliminate roller marks and a minimun of 2 $a)) 7er*ent of 7er*ent of t'e density at laoratory compacted. R%llin compacted. R%llin i) !%ne 'r%$ te )i!e t%=ar! te *enter> so t'e asp'alt )ill e confined in t'e pavement and not spread to)ard t'e s'oulder. (n area of 00 )3/$ is )3/$ is to e prepared as trial section for asp'alt pavement. !'e surface of t'e asp'alt pavement )ill e allo)ed a tolerance of 5$$ 5$$ using ,$ using ,$ )trait e!e/ ?'en tar 2 3 6 5 9

is used 55 used 55 t% 109 %C temperature is maintained during construction. (ny salvaged aggregate aggregate appearing in t'e t'e surface of lay do)n do)n and finis'ing appearing not passing ,9/$$ :1 1+; sieve s'all e removed. %ituminous material on t'e asis of dry aggregate, -/4 t% 94 mass 94 mass percent )'en using cut*ack asp'alt and 54 t% 104 mass 104 mass percent )'en using emulsified asp'alt. #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. calcareous. ?'en t'e compacted t'ickness of t'e roadmi surface is to e $%re tan 0$$ :+;, :+;, t'e miture s'all e spread and compacted t=% + la8er) &or (ggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 Arading test % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e

Page 10 of 35


5

'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4$a( soundness 1+4$a( soundness loss-, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification $ If crus'ed slag is used in aggregate t'e density must e 11+0 .*"/$ :90 l#) *"/'t/; min. &or &or %it %itum umin inou ous s "ate "ateri rial al ( @uantity 9/+0 @uantity 9/+0 t% 11/00 L)3/$ % Bne : liter); uality liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%'

,05 Bit"$in%") R%a! Mi( Mi( S"r'a*e C%"r)e :Mi(e! in Pla*e Pla*e C%n)tr"*ti%n; 1 Procedure Procedure.. !'e aggregate aggregate s'ould s'ould e place place first first to t'e surface surface t'e spray spray t'e itumi ituminous nous materia materiall eit'er eit'er cutack cutack asp'alt asp'alt % % or emulsified asp'alt-. Spraying may e done in 10 C t% +00 C/ !'en initial roll using pneumatic roller )it' a force of 60 7)i/ &inal rolling is done y tree y tree =eel %r tan!e$ t87e )teel =eel r%ller :te$7 %' ++0 t% ++ %C;> travelling .$ 7er %"r n%t le))/ tan 10 t%n) to eliminate roller marks and a minimun of 2 $a)) 7er*ent of 7er*ent of t'e density at laoratory compacted. R%llin compacted. R%llin i) !%ne 'r%$ te )i!e t%=ar! te *enter> so t'e asp'alt )ill e confined in t'e pavement and not spread to)ard t'e s'oulder. (n area of 00 )3/$ is )3/$ is to e prepared as trial section for asp'alt pavement. !'e surface of t'e asp'alt pavement )ill e allo)ed a tolerance of 5$$ 5$$ using ,$ using ,$ )trait e!e/ ?'en tar 2 3 6 5 9

is used 55 used 55 t% 109 %C temperature is maintained during construction. (ny salvaged aggregate aggregate appearing in t'e t'e surface of lay do)n do)n and finis'ing appearing not passing ,9/$$ :1 1+; sieve s'all e removed. %ituminous material on t'e asis of dry aggregate, -/4 t% 94 mass 94 mass percent )'en using cut*ack asp'alt and 54 t% 104 mass 104 mass percent )'en using emulsified asp'alt. #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. calcareous. ?'en t'e compacted t'ickness of t'e roadmi surface is to e $%re tan 0$$ :+;, :+;, t'e miture s'all e spread and compacted t=% + la8er) &or (ggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 Arading test % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e

Page 10 of 35


+

1+4 $a( soundness $a( soundness loss-, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( -/4 t% 94 mass 94 mass percent of dry soil aggregate if using cutack asp'alt % 54 t% 104 mass 104 mass percent of dry soil aggregate if using emulsified asp'alt $ Bne : liter); uality liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%'

,09 Bit"$in%") Plant Plant Mi( S"r'a*e C%"r)e General 1 !'e ituminous miture s'all e composed of areate> $ineral 'iller> 8!rate! li$e> an! #it"$in%") $aterial 2 (t lea)t (t lea)t tree =ee.) prior =ee.) prior to production, $ontractor s'all sumit a Co*mi formula for =gineerF approval. 3 Do "i &ormu &ormula la cons consist ists s of of singl single e value values s for for ( percentage of aggregate aggregate in eac' sieve sieve % perc percen enta tage ge of itu itumi mino nous us mate materi rial al to e adde added d $ temp temper erat atur ure e of of mi mitu ture re deli deliiv iver ered ed on t'e t'e roa road d # kind kind and and per perce cent ntag age e of of add addit itiv ive e to to e e use used d = kind kind and and per perce cent ntag age e of of min miner eral al fill filler er to e used used 6 (ll mitu miture re furnis'e furnis'ed d for t'e t'e proCect proCect s'all s'all confor conform m )it'in )it'in t'e t'e range range of toleran tolerances ces ( passing no. 6 and and larger sieve E +/ % pass passin ing g no. no.  to no.1 no.100 00 siev sieve e E 6/ $ passing no no. 20 200 si sieve E 2/ # it itumin umino ous mater ateria iall E 0.6/ .6/ 5

9

= temperature of miture E 10 o$ &or aggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 ra!in te)t and PI and PI < -/04 $a( % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4 $a( soundness $a( soundness loss-,Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( Proportion of ituminous material, on t'e asis of dry aggregate, s'all e from 4 t% 64 mass 64 mass percent Page 11 of 35


+

1+4 $a( soundness $a( soundness loss-, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( -/4 t% 94 mass 94 mass percent of dry soil aggregate if using cutack asp'alt % 54 t% 104 mass 104 mass percent of dry soil aggregate if using emulsified asp'alt $ Bne : liter); uality liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%'

,09 Bit"$in%") Plant Plant Mi( S"r'a*e C%"r)e General 1 !'e ituminous miture s'all e composed of areate> $ineral 'iller> 8!rate! li$e> an! #it"$in%") $aterial 2 (t lea)t (t lea)t tree =ee.) prior =ee.) prior to production, $ontractor s'all sumit a Co*mi formula for =gineerF approval. 3 Do "i &ormu &ormula la cons consist ists s of of singl single e value values s for for ( percentage of aggregate aggregate in eac' sieve sieve % perc percen enta tage ge of itu itumi mino nous us mate materi rial al to e adde added d $ temp temper erat atur ure e of of mi mitu ture re deli deliiv iver ered ed on t'e t'e roa road d # kind kind and and per perce cent ntag age e of of add addit itiv ive e to to e e use used d = kind kind and and per perce cent ntag age e of of min miner eral al fill filler er to e used used 6 (ll mitu miture re furnis'e furnis'ed d for t'e t'e proCect proCect s'all s'all confor conform m )it'in )it'in t'e t'e range range of toleran tolerances ces ( passing no. 6 and and larger sieve E +/ % pass passin ing g no. no.  to no.1 no.100 00 siev sieve e E 6/ $ passing no no. 20 200 si sieve E 2/ # it itumin umino ous mater ateria iall E 0.6/ .6/ 5

9

= temperature of miture E 10 o$ &or aggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 ra!in te)t and PI and PI < -/04 $a( % &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4 $a( soundness $a( soundness loss-,Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( Proportion of ituminous material, on t'e asis of dry aggregate, s'all e from 4 t% 64 mass 64 mass percent Page 11 of 35


% $

+



:

10

11

Bne : liter); uality liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%' 2 types of #it"$en t'at #it"$en t'at are commonly used are tar viscous viscous liuid otain from distillation of coal or )oodand 7etr%le"$ a)7alt are products of t'e distillation of crude oil-.  , $a%r 7etr%le"$ a)7alt produced a)7alt produced is asp'alt cement, emulsified asp'alt, and cutack asp'alt# commonly used ituminous material is A)7alt Ce$ent :AC;/ A)7alt *e$ent is also called %t called %t a)7alt/ (sp'alt cement is re'ine! a)7alt or *%$#inati%n %' re'ine! a)7alt an! 'l"( %il &or Gy Gydrated 4ime ( &or every 100t %r 'ra*ti%n tere%'> conduct tere%'> conduct 1 grading test and 1 plasticity test % #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. #uring miture, for every 9 *"/$ %r 1,0$t or fraction t'ereof ( !'e miture s'all 'ave a minimum compressive strengt' of 1/- M7a :+007)i; % !'e miture s'all 'ave a mass percent air voids )it' t'e range of , t%  $ &or aggregates 'aving maimum si7e over +$$ :1:1- cylindrical sample )ill e modified to use 10$$ ( 10$$ :5(5; # 294 $in/ of $in/ of density laoratory compacted specimen must e otained = !'e In!e( %' Retaine! Strent of Strent of t'e miture i) miture i) 904 $in/ #uring #uring constructi construction. on. !'e correct correct temper temperature ature of t'e t'e miture miture s'all e place place as measured measured in t'e t'e truck prior prior to dumping dumping is 109%C. %ut if !ar !ar is used t'e temperature is 55%C t% 109%C/ To To attain reuired !en)it8> t'e *%$7a*ti%n t'e *%$7a*ti%n s'ould e done )'en t'e miture i) miture i) )till %t an! =%r.a#le/ In order to determine t'e numer of passes t'at )ould attain t'e reuired density, trial )e*ti%n must )e*ti%n must e conducted. Te$7erat"re must Te$7erat"re must e control during miing and compaction, it is a great significance in t'e strengt' of resulting pavement. !'en initial r%ll ")in 7ne"$ati* r%ller :n%t le)) tan ten t%n); )it' t%n); )it' a force of 60 of 60 7)i. 7)i. Final r%llin is r%llin is done y tree =eel %r tan!e$ t87e )teel =eel r%ller :te$7/ $")t #e ++0 t%++ %C;> tra&ellin .$ 7er %"r n%t le))/ tan 10 t%n) to eliminate roller marks. R%llin i) !%ne 'r%$ te )i!e t%=ar! te *enter , *enter , so t'e asp'alt )ill e confined in t'e pavement and not spread to)ard t'e s'oulder. &or acceptance of t'e finis'ed pavement,sample s'all e at lea)t 10$$ ( 10$$ suare section )'en using sa)or 100$$ !ia$eter full full dept' )'en using core drill. At lea)t %ne> #"t n%t $%re tan , )a$7le) s'all )a$7le) s'all e taken during t'e dayFs operation. If no core sample )ere taken during t'e dayFs operation, core sample s'ould e taken for every 100 L/M/ 7er lane, lane , degree of compaction s'ould e 24 $in la $in la density No acceptance s'ould e made on finis' pavement unless *%re te)t '%r ti*.ne)) !eter$inati%n is !eter$inati%n is conducted, ecept Page 12 of 35


% $

+



:

10

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Bne : liter); uality liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n tere%' 2 types of #it"$en t'at #it"$en t'at are commonly used are tar viscous viscous liuid otain from distillation of coal or )oodand 7etr%le"$ a)7alt are products of t'e distillation of crude oil-.  , $a%r 7etr%le"$ a)7alt produced a)7alt produced is asp'alt cement, emulsified asp'alt, and cutack asp'alt# commonly used ituminous material is A)7alt Ce$ent :AC;/ A)7alt *e$ent is also called %t called %t a)7alt/ (sp'alt cement is re'ine! a)7alt or *%$#inati%n %' re'ine! a)7alt an! 'l"( %il &or Gy Gydrated 4ime ( &or every 100t %r 'ra*ti%n tere%'> conduct tere%'> conduct 1 grading test and 1 plasticity test % #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. #uring miture, for every 9 *"/$ %r 1,0$t or fraction t'ereof ( !'e miture s'all 'ave a minimum compressive strengt' of 1/- M7a :+007)i; % !'e miture s'all 'ave a mass percent air voids )it' t'e range of , t%  $ &or aggregates 'aving maimum si7e over +$$ :1:1- cylindrical sample )ill e modified to use 10$$ ( 10$$ :5(5; # 294 $in/ of $in/ of density laoratory compacted specimen must e otained = !'e In!e( %' Retaine! Strent of Strent of t'e miture i) miture i) 904 $in/ #uring #uring constructi construction. on. !'e correct correct temper temperature ature of t'e t'e miture miture s'all e place place as measured measured in t'e t'e truck prior prior to dumping dumping is % % % 109 C. %ut if !ar !ar is used t'e temperature is 55 C t% 109 C/ To To attain reuired !en)it8> t'e *%$7a*ti%n t'e *%$7a*ti%n s'ould e done )'en t'e miture i) miture i) )till %t an! =%r.a#le/ In order to determine t'e numer of passes t'at )ould attain t'e reuired density, trial )e*ti%n must )e*ti%n must e conducted. Te$7erat"re must Te$7erat"re must e control during miing and compaction, it is a great significance in t'e strengt' of resulting pavement. !'en initial r%ll ")in 7ne"$ati* r%ller :n%t le)) tan ten t%n); )it' t%n); )it' a force of 60 of 60 7)i. 7)i. Final r%llin is r%llin is done y tree =eel %r tan!e$ t87e )teel =eel r%ller :te$7/ $")t #e ++0 t%++ %C;> tra&ellin .$ 7er %"r n%t le))/ tan 10 t%n) to eliminate roller marks. R%llin i) !%ne 'r%$ te )i!e t%=ar! te *enter , *enter , so t'e asp'alt )ill e confined in t'e pavement and not spread to)ard t'e s'oulder. &or acceptance of t'e finis'ed pavement,sample s'all e at lea)t 10$$ ( 10$$ suare section )'en using sa)or 100$$ !ia$eter full full dept' )'en using core drill. At lea)t %ne> #"t n%t $%re tan , )a$7le) s'all )a$7le) s'all e taken during t'e dayFs operation. If no core sample )ere taken during t'e dayFs operation, core sample s'ould e taken for every 100 L/M/ 7er lane, lane , degree of compaction s'ould e 24 $in la $in la density No acceptance s'ould e made on finis' pavement unless *%re te)t '%r ti*.ne)) !eter$inati%n is !eter$inati%n is conducted, ecept Page 12 of 35


12 13 16 15

19 1+ 1 1: 20 21

for Barana8 R%a!) )'ic' R%a!) )'ic' is allo)ed to )aive test. !'e cored sample s'ould not e accepted if t'e deficiency in t'e density is $%re tan +4 !olerance !olerance for pavement t'ickness is $$ $a(, $a(, averaging of cored samples for density and t'ickness is not permitted. (dditional layer s'all e permitted to meet t'ickness )it' a minimum of 0$$ :+; &or surface tolerance, using ,$ )trait e!e test e!e test t'e variation s'ould n%t e(*ee! 5$$ Properties of %ituminous Pavement. 1- Sta#ilit8  resistance  resistance to deformation or displacement due to an imposed load. 2- D"ra#ilit8 * D"ra#ilit8 * resistance to disintegration or deterioration due to action of )ater, traffic, and climate c'ange. 3- Fle(i#ilit8 * Fle(i#ilit8 * aility to adCust itself to t'e settlement or to end slig'tly )it'out cracking.6cracking.6- Fati"e Re)i)tan*e * Re)i)tan*e * (ility to )it'stand )it'stand repeated fleing cause y passage )'eel loads, 5- S.i! Re)i)tan*e * aility to resist slipping or skidding of ve'icles tires, 9- W%r.a#ilit8 * W%r.a#ilit8 * ease ) )'ic' paving miture may placed and compacted !'e recommended t'ickness to e overlay is 9$$ t% 1+$$ :, t% ; #uring #elivery of mied ituminous materiat, a t'ermometer s'ould e place at a dept' of 5 In molding specimen t'e temperature must  e 1,-10%C (ir voids  t'eoretical t'eoretical ma density density * ulk density of compacted compacted "ars'all specimen-  t'eoretical maimum maimum density density t'e reuirement is ,4 t% 4 air 4 air voids. Hoids in mineral aggregates  100 * ulk density of compacted "ars'all "ars'all specimenspecimen-  ulk specific gravity gravity of composite composite aggregfates Hoids Hoids filled filled )it' asp'alt asp'alt  voids voids in mineral mineral aggrega aggregate te * air voidsvoids-  voids in mineral mineral aggrega aggregate te  100

,06 C%l! A)7al A)7altt Plant Mi( 1 S'all e composed of *%ar)e $ineral areate> 'ine $ineral areate> $ineral 'iller) an! *e$i*all8 #%n!in #it"$en/ !'ese are plant mi eit'er !en)e %r %7en ra!e!> )'ic' may e spread at normal at$%)7eri* te$7erat"re 2 (t lea)t lea)t tree =ee.) prior =ee.) prior to production, $ontractor s'all sumit a Co*mi formula for =gineerF approval. 3 Do "i &ormu &ormula la cons consist ists s of of singl single e value values s for for ( percentage of mineral mineral aggregate in eac' sieve % percen percentag tage e of c'emic c'emicall ally y ond onding ing itume itumen n mater material ial to e e added added $ temp temper erat atur ure e of of mi mitu ture re deli deliiv iver ered ed on t'e t'e roa road d # kind kind and and per perce cent ntag age e of of add addit itiv ive e to to e e use used d = kind kind and and per perce cent ntag age e of of min miner eral al fill filler er to e used used 6 &or aggregates Page 13 of 35


12 13 16 15

19 1+ 1 1: 20 21

for Barana8 R%a!) )'ic' R%a!) )'ic' is allo)ed to )aive test. !'e cored sample s'ould not e accepted if t'e deficiency in t'e density is $%re tan +4 !olerance !olerance for pavement t'ickness is $$ $a(, $a(, averaging of cored samples for density and t'ickness is not permitted. (dditional layer s'all e permitted to meet t'ickness )it' a minimum of 0$$ :+; &or surface tolerance, using ,$ )trait e!e test e!e test t'e variation s'ould n%t e(*ee! 5$$ Properties of %ituminous Pavement. 1- Sta#ilit8  resistance  resistance to deformation or displacement due to an imposed load. 2- D"ra#ilit8 * D"ra#ilit8 * resistance to disintegration or deterioration due to action of )ater, traffic, and climate c'ange. 3- Fle(i#ilit8 * Fle(i#ilit8 * aility to adCust itself to t'e settlement or to end slig'tly )it'out cracking.6cracking.6- Fati"e Re)i)tan*e * Re)i)tan*e * (ility to )it'stand )it'stand repeated fleing cause y passage )'eel loads, 5- S.i! Re)i)tan*e * aility to resist slipping or skidding of ve'icles tires, 9- W%r.a#ilit8 * W%r.a#ilit8 * ease ) )'ic' paving miture may placed and compacted !'e recommended t'ickness to e overlay is 9$$ t% 1+$$ :, t% ; #uring #elivery of mied ituminous materiat, a t'ermometer s'ould e place at a dept' of 5 In molding specimen t'e temperature must  e 1,-10%C (ir voids  t'eoretical t'eoretical ma density density * ulk density of compacted compacted "ars'all specimen-  t'eoretical maimum maimum density density t'e reuirement is ,4 t% 4 air 4 air voids. Hoids in mineral aggregates  100 * ulk density of compacted "ars'all "ars'all specimenspecimen-  ulk specific gravity gravity of composite composite aggregfates Hoids Hoids filled filled )it' asp'alt asp'alt  voids voids in mineral mineral aggrega aggregate te * air voidsvoids-  voids in mineral mineral aggrega aggregate te  100

,06 C%l! A)7al A)7altt Plant Mi( 1 S'all e composed of *%ar)e $ineral areate> 'ine $ineral areate> $ineral 'iller) an! *e$i*all8 #%n!in #it"$en/ !'ese are plant mi eit'er !en)e %r %7en ra!e!> )'ic' may e spread at normal at$%)7eri* te$7erat"re 2 (t lea)t lea)t tree =ee.) prior =ee.) prior to production, $ontractor s'all sumit a Co*mi formula for =gineerF approval. 3 Do "i &ormu &ormula la cons consist ists s of of singl single e value values s for for ( percentage of mineral mineral aggregate in eac' sieve % percen percentag tage e of c'emic c'emicall ally y ond onding ing itume itumen n mater material ial to e e added added $ temp temper erat atur ure e of of mi mitu ture re deli deliiv iver ered ed on t'e t'e roa road d # kind kind and and per perce cent ntag age e of of add addit itiv ive e to to e e use used d = kind kind and and per perce cent ntag age e of of min miner eral al fill filler er to e used used 6 &or aggregates Page 13 of 35


( %

5

9

+



:

&or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 ra!in te)t and PI and PI < -/04 $a( &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4 $a( soundness $a( soundness loss-, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification %ituminous material on t'e asis of dry aggregate, -/4 t% 94 mass 94 mass percent )'en using cut*ack asp'alt and 54 t% 104 mass 104 mass percent )'en using emulsified asp'alt. Bne : liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n t'ereof. Note cold mi is eit'er )it' *"t#a*. a)7alt or a)7alt or e$"l)i'ie! a)7alta)7alt #uring #uring mitur miture, e, for for every every +5 cu.m cu.m or 130t 130t or fracti fraction on t'ereo t'ereof f ( !'e miture s'all 'ave a minimum compressive strengt' of 1/- M7a :+007)i; % !'e miture s'all 'ave a mass percent air voids )it' t'e range of , t%  $ &or aggregates 'aving $a(i$"$ )i?e %&er +$$ :1; cylindrical :1; cylindrical sample )ill e modified to use 150mm  150mm 9;9;# 294 $in/ of $in/ of density laoratory compacted specimen must e otained &or Gy Gydrated 4ime ( &or every 100t %r 'ra*ti%n tere%'> conduct tere%'> conduct 1 grading test and 1 plasticity test % #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. &or acceptance of t'e finis'ed pavement, sample sample s'all e at lea)t 10$$ ( 10$$ :)3"are )e*ti%n; ")in )a= %r 100$$ !ia$eter '"ll !e7t using core drill. At lea)t %ne> #"t n%t $%re tan , )a$7le) s'all )a$7le) s'all e taken during t'e dayFs operation. If no core sample )ere taken during t'e dayFs operation, core sample s'ould e taken for every 100 L/M/ per lane, degree of compaction s'ould e 294 $in la $in la density (sp'alt surface miture miture s'all not e place place if t'e temperature of ase course is elo) 10%C :0%F;

,02 Bit"$in%") Plant Mi( :St%*.7ile :St%*.7ile Maintenan*e Mi(t"re; Mi(t"re; 1 composed of ituminous stockpile maintenance miture suc' as areate> $ineral 'iller> 8!rate! li$e> and #it"$in%") $aterial$aterial2 If crus'ed slag is used in aggregate t'e density must e 11+0 .*"/$ :90 l#) *"/'t/; min. 3 &or aggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 ra!in te)t and PI and PI < -/04 $a( Page 16 of 35


( %

5

9

+



:

&or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 ra!in te)t and PI and PI < -/04 $a( &or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4 $a( soundness $a( soundness loss-, Sample is 0. for 0. for outinary !est, "oisture "oisture #ensity elation and $% and +0. for $lassification %ituminous material on t'e asis of dry aggregate, -/4 t% 94 mass 94 mass percent )'en using cut*ack asp'alt and 54 t% 104 mass 104 mass percent )'en using emulsified asp'alt. Bne : liter); uality test for -0t %r +00 !r"$) %r 'ra*ti%n t'ereof. Note cold mi is eit'er )it' *"t#a*. a)7alt or a)7alt or e$"l)i'ie! a)7alta)7alt #uring #uring mitur miture, e, for for every every +5 cu.m cu.m or 130t 130t or fracti fraction on t'ereo t'ereof f ( !'e miture s'all 'ave a minimum compressive strengt' of 1/- M7a :+007)i; % !'e miture s'all 'ave a mass percent air voids )it' t'e range of , t%  $ &or aggregates 'aving $a(i$"$ )i?e %&er +$$ :1; cylindrical :1; cylindrical sample )ill e modified to use 150mm  150mm 9;9;# 294 $in/ of $in/ of density laoratory compacted specimen must e otained &or Gy Gydrated 4ime ( &or every 100t %r 'ra*ti%n tere%'> conduct tere%'> conduct 1 grading test and 1 plasticity test % #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. &or acceptance of t'e finis'ed pavement, sample sample s'all e at lea)t 10$$ ( 10$$ :)3"are )e*ti%n; ")in )a= %r 100$$ !ia$eter '"ll !e7t using core drill. At lea)t %ne> #"t n%t $%re tan , )a$7le) s'all )a$7le) s'all e taken during t'e dayFs operation. If no core sample )ere taken during t'e dayFs operation, core sample s'ould e taken for every 100 L/M/ per lane, degree of compaction s'ould e 294 $in la $in la density (sp'alt surface miture miture s'all not e place place if t'e temperature of ase course is elo) 10%C :0%F;

,02 Bit"$in%") Plant Mi( :St%*.7ile :St%*.7ile Maintenan*e Mi(t"re; Mi(t"re; 1 composed of ituminous stockpile maintenance miture suc' as areate> $ineral 'iller> 8!rate! li$e> and #it"$in%") $aterial$aterial2 If crus'ed slag is used in aggregate t'e density must e 11+0 .*"/$ :90 l#) *"/'t/; min. 3 &or aggregates ( &or every 9 *"/$ %r +00t %r 'ra*ti%n tere%'> 1 ra!in te)t and PI and PI < -/04 $a( Page 16 of 35


%

6

5

9

+

&or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4 $a( soundness $a( soundness loss-. $omined aggragate after going t'roug' t'e drier, s'all 'ave a sand euivalent value of n%t le)) tan -04 Sand -04 Sand =uivalent !est-. !est-. Sample is 0. for 0. for outinary !est, "oisture #ensity elation and $% and +0. for +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( @uantity - t% 10 $a)) 4 of 4 of total mi. conduct tere%'> conduct 1 grading test and 1 plasticity test % #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. &or acceptance of t'e finis'ed pavement, sample sample s'all e at lea)t 10$$ ( 10$$ suare section using sa)- %r sa)- %r 100$$ diameter full dept' )'en using core drill. At lea)t %ne> #"t n%t $%re tan , )a$7le) s'all )a$7le) s'all e taken during t'e dayFs operation. If no core sample )ere taken during t'e dayFs operation, core sample s'ould e taken for every 100 L/M/ 7er lane, lane , degree of compaction s'ould e 24 $in la $in la density

,10 Bit"$in%") C%n*rete S"r'a*e C%"r)e 1 Same as In In Item 30+ %itum %ituminous inous Plant Plant "i "i Surface Surface $ourse $ourse * generalgeneral- ecept ecept testing testing of from from aggregate aggregate fracture fracture faceface2 In defintion it is a comination of areate) t'at areate) t'at are uniformly mied and *%ate! =it a)7alt *e$ent/ !'is must e )7rea! an! *%$7a*te! )'ile *%$7a*te! )'ile in a eate! *%n!iti%n/ ,11 P%rtlan! Ce$ent C%n*rete Pa&e$ent Pa&e$ent 1 $ement Page 15 of 35


%

6

5

9

+

&or every 100 *"/$ %r 'ra*ti%n tere%' , s'ould 'ave a mass percent of )ear arasion loss- -04$a(/ ?'en crus'ed gravel is used, 04 $in of $in of particle retain on 6.+5mm no.6- s'all 'ave at lea)t 1 'ra*t"re! 'a*e/ ?'en crus'ed gravel is suCected to five cycles of sodium sulfate soundness test, t'e )eig't s'all e 1+4 $a( soundness $a( soundness loss-. $omined aggragate after going t'roug' t'e drier, s'all 'ave a sand euivalent value of n%t le)) tan -04 Sand -04 Sand =uivalent !est-. !est-. Sample is 0. for 0. for outinary !est, "oisture #ensity elation and $% and +0. for +0. for $lassification &or &or %it %itum umin inou ous s "ate "ateri rial al ( @uantity - t% 10 $a)) 4 of 4 of total mi. conduct tere%'> conduct 1 grading test and 1 plasticity test % #uring miing operation, 0/4 t% 14 mass 14 mass percent of 'ydrated lime, dry aggregate asis, s'all e added lo)er percentage limit is applicale to aggregate )'ic' are predominantly calcareous. &or acceptance of t'e finis'ed pavement, sample sample s'all e at lea)t 10$$ ( 10$$ suare section using sa)- %r sa)- %r 100$$ diameter full dept' )'en using core drill. At lea)t %ne> #"t n%t $%re tan , )a$7le) s'all )a$7le) s'all e taken during t'e dayFs operation. If no core sample )ere taken during t'e dayFs operation, core sample s'ould e taken for every 100 L/M/ 7er lane, lane , degree of compaction s'ould e 24 $in la $in la density

,10 Bit"$in%") C%n*rete S"r'a*e C%"r)e 1 Same as In In Item 30+ %itum %ituminous inous Plant Plant "i "i Surface Surface $ourse $ourse * generalgeneral- ecept ecept testing testing of from from aggregate aggregate fracture fracture faceface2 In defintion it is a comination of areate) t'at areate) t'at are uniformly mied and *%ate! =it a)7alt *e$ent/ !'is must e )7rea! an! *%$7a*te! )'ile *%$7a*te! )'ile in a eate! *%n!iti%n/ ,11 P%rtlan! Ce$ent C%n*rete Pa&e$ent Pa&e$ent 1 $ement Page 15 of 35


( % $

2

3

6 5

9

Sampling for every +000 #a) or #a) or fraction t'ereof suCected for 1 :10.; @uality :10.; @uality !est $ement $ement )'ic )'ic' ' ecome ecome part partial ialy y set or or )'ic' )'ic' conta contain in lumps lumps of caked caked )ill )ill e reCe reCecte cted d S'all e conform to Item 900 :H8!ra"li* Ce$ent;. Ce$ent;. !ype of cement used in #P?G infrastructure as indicated in t'e lue ook is P%rtlan! Ce$ent T87e 1.Go)ever, 1.Go)ever, P%rtlan! P%??%lan Ce$ent T87e IP meeting t'e reuirements of AASHTO M+-0ASTM C S2 can e allo)ed. F%r 'ine areate)/ %eac' areate)/ %eac' sand s'ould not e allo)ed )it'out t'e approval of t'e =ngineer. It s'all not contain more t'an ,4 $a)) 7er*ent of 7er*ent of material passing 0.0+5mm no.200- nor more t'an 14 $a)) 7er*ent of 7er*ent of clay lumps or s'ale. If suCected to 5 cycle of sodium sulfate soundness test, t'e )eig'ted loss s'all not eceed 10 $a)) 7er*ent/ If 7er*ent/ If suCected to colorimatic test for organic impurities and a *%l%r !ar.er t'an t'an t'e standard is produced, it s'all e reCected.Go)ever, reCected.Go)ever, )'en tested for t'e effect of organic impurities of strengt' of mortar, it may e used if t'e relative strengt' at 9 at 9 an! +6 !a8) is !a8) is 24 $in/ Sampling of aggregates s'ould e for every 9 every 9 *"/$ %r 'ra*ti%n tere%'/ &or coarse aggregate. !'e material s'ould not contain more t'an 1 $a)) 7er*ent passing 7er*ent passing 0.0+5mm no.200- sieve, not more t'an 0/+ t'an 0/+ $a)) 7er*ent of 7er*ent of clay lumps, nor not more t'an ,/ $a)) 7er*ent of soft fragments.If suCected to 5 cycle of sodium sulfate soundness test, t'e )eig'ted loss s'all not eceed 1+ $a)) 7er*ent/ It s'all 'ave a mass percent of )ear -04 -04 $a(/ If slag is used, density s'all e 11+0 .*"/$ :90 l#)*"/'t; $in/ same item in 30:* %ituminous Plant "i Stockplile "aintenance "iture and 305*%ituminous Penetration "acadam PavementSampling of aggregates s'ould e for every 9 *"/$ %r 'ra*ti%n tere%'/ #rin #rinka kal le e )at )ater er no need need for for tes testt In reinforcing steel, tie ars s'ould e !e'%r$e! #ar) and #ar) and !%=el) use !%=el) use as load transfer- s'ould e 7lain r%"n! #ar). #ar). %efore delivery to t'e sig't of )ork one 'alf of t'e lengt' of eac' do)el s'all e painted )it' %ne *%at %' a77r%&e! lea!> tin 'il$ %' #it"$en %r tar 7aint. 7aint. &or every 10>000.) or 10>000.) or fraction t'ereof for eac' si7e, conduct 1  1$ sample1$ sample@uality !est !est tension, ending, and c'emical analysis$oncrete ( &ly as' can e used as +04 7artial replacement of Portland $ement in concrete mi % It is t'e intent of t'is Specification to reuire at least ,5-. :2 #a); of #a); of cement per cu.m to meet min. strengt' re. $ $oncrete slump reuires -0 t% 9$$ :1 1+ t% ,; if not virated or 10 t% -0$$ :1+ t% 1 1+; if virated &leural strengt' not less t'an ,/6 M7a :0 7)i; )'en tested y tir! 7%int $et%! or $et%! or -/ M7a :507)i; on $i!7%int $et%! at $et%! at 16 days. $ompressive strengt' of +-/1 M7a :,00 7)i; for 7)i; for cores taken at 16 days # Hirators s'all operate at a freuency of 6>,00 t% 2>500 i$7"l)e 7er $in"te and $in"te and in no case s'all t'e virator e operated longer t'an 1 )e*%n!) in )e*%n!) in one location. Bver viration )ill result to )ereati%n of aggregate. Page 19 of 35


( % $

2

3

6 5

9

Sampling for every +000 #a) or #a) or fraction t'ereof suCected for 1 :10.; @uality :10.; @uality !est $ement $ement )'ic )'ic' ' ecome ecome part partial ialy y set or or )'ic' )'ic' conta contain in lumps lumps of caked caked )ill )ill e reCe reCecte cted d S'all e conform to Item 900 :H8!ra"li* Ce$ent;. Ce$ent;. !ype of cement used in #P?G infrastructure as indicated in t'e lue ook is P%rtlan! Ce$ent T87e 1.Go)ever, 1.Go)ever, P%rtlan! P%??%lan Ce$ent T87e IP meeting t'e reuirements of AASHTO M+-0ASTM C S2 can e allo)ed. F%r 'ine areate)/ %eac' areate)/ %eac' sand s'ould not e allo)ed )it'out t'e approval of t'e =ngineer. It s'all not contain more t'an ,4 $a)) 7er*ent of 7er*ent of material passing 0.0+5mm no.200- nor more t'an 14 $a)) 7er*ent of 7er*ent of clay lumps or s'ale. If suCected to 5 cycle of sodium sulfate soundness test, t'e )eig'ted loss s'all not eceed 10 $a)) 7er*ent/ If 7er*ent/ If suCected to colorimatic test for organic impurities and a *%l%r !ar.er t'an t'an t'e standard is produced, it s'all e reCected.Go)ever, reCected.Go)ever, )'en tested for t'e effect of organic impurities of strengt' of mortar, it may e used if t'e relative strengt' at 9 at 9 an! +6 !a8) is !a8) is 24 $in/ Sampling of aggregates s'ould e for every 9 every 9 *"/$ %r 'ra*ti%n tere%'/ &or coarse aggregate. !'e material s'ould not contain more t'an 1 $a)) 7er*ent passing 7er*ent passing 0.0+5mm no.200- sieve, not more t'an 0/+ t'an 0/+ $a)) 7er*ent of 7er*ent of clay lumps, nor not more t'an ,/ $a)) 7er*ent of soft fragments.If suCected to 5 cycle of sodium sulfate soundness test, t'e )eig'ted loss s'all not eceed 1+ $a)) 7er*ent/ It s'all 'ave a mass percent of )ear -04 -04 $a(/ If slag is used, density s'all e 11+0 .*"/$ :90 l#)*"/'t; $in/ same item in 30:* %ituminous Plant "i Stockplile "aintenance "iture and 305*%ituminous Penetration "acadam PavementSampling of aggregates s'ould e for every 9 *"/$ %r 'ra*ti%n tere%'/ #rin #rinka kal le e )at )ater er no need need for for tes testt In reinforcing steel, tie ars s'ould e !e'%r$e! #ar) and #ar) and !%=el) use !%=el) use as load transfer- s'ould e 7lain r%"n! #ar). #ar). %efore delivery to t'e sig't of )ork one 'alf of t'e lengt' of eac' do)el s'all e painted )it' %ne *%at %' a77r%&e! lea!> tin 'il$ %' #it"$en %r tar 7aint. 7aint. &or every 10>000.) or 10>000.) or fraction t'ereof for eac' si7e, conduct 1  1$ sample1$ sample@uality !est !est tension, ending, and c'emical analysis$oncrete ( &ly as' can e used as +04 7artial replacement of Portland $ement in concrete mi % It is t'e intent of t'is Specification to reuire at least ,5-. :2 #a); of #a); of cement per cu.m to meet min. strengt' re. $ $oncrete slump reuires -0 t% 9$$ :1 1+ t% ,; if not virated or 10 t% -0$$ :1+ t% 1 1+; if virated &leural strengt' not less t'an ,/6 M7a :0 7)i; )'en tested y tir! 7%int $et%! or $et%! or -/ M7a :507)i; on $i!7%int $et%! at $et%! at 16 days. $ompressive strengt' of +-/1 M7a :,00 7)i; for 7)i; for cores taken at 16 days # Hirators s'all operate at a freuency of 6>,00 t% 2>500 i$7"l)e 7er $in"te and $in"te and in no case s'all t'e virator e operated longer t'an 1 )e*%n!) in )e*%n!) in one location. Bver viration )ill result to )ereati%n of aggregate. Page 19 of 35


= & A G

20

15 1 21

%atc' concrete )eig't s'all 'ave t'e tolerance of 14 of 14 of cement and +4 of +4 of aggregates $oncrete temperature during 'ot )eat'er s'all not eceed 20%F :,+%C; $oncrete not in place )it'in 20 $in. $in. from t'e time of miing s'all not e used. ?'en concr concrete ete s'all s'all e e placed placed adCoin adCoining ing previou previously sly construct constructed ed lane lane and mec'anic mec'anical al euipme euipment nt )ill )ill e operated on t'e eisting lane, t'at previously constructed s'all 'ave attained strengt' for 1- !a8 *%n*rete. *%n*rete. If only finis'ing euipment is carried on t'e eisting lane, paving in adCoining lane may e permitted after , !a8)/ I &or test specimen, as )ork progresses, at lea)t %ne )et *%n)i)tin %' tree *%n*rete #ea$ s'all #ea$ s'all e taken, 10$$ ( 10$$ ( +$$ %r 200$$ s'all e taken from eac' ,,0 )3/$, )3/$, +,0$$ !e7t %r 'ra*ti%n tere%' place place nor volume of concrete not more t'an 9 *"/$/ D $oncrete layed s'all not e left eposed for more t'an 1+ %"r of of curing period $uring period of 9+ r) :,!a8);; J emoval of forms is permitted +-r) $in.after $in.after concrete pouring 4 !'e strengt' level of concrete )ill e satisfactory if t'e average of t'e , )a$7le e3"al or e3"al or eceed specified strengt' and no individual strengt' test result is deficient y more t'an 14 %' )7e*i'ie! )trent. )trent . If not meet t'e stated reuirement, core test can e conducted ) , )a$7le %#taine! and %#taine! and t'e result of t'e a&erae %' tree specimen tree specimen is eual to at lea)t 64 of 64 of t'e reuired strengt' and no single sample is le)) tan 94 of 94 of reuired strengt'. If strengt' strengt' specimen specimen does not meet reuirement and it is not advisale to otain cores due to structural structural consideration. consideration. (dCustment of price s'ould e conducted due to deficiency deficiency De'i De'i*i *ien en*8 *8 in )tre )tren nt t %' C%n* C%n*re rete te Per* Per*en entt :4; :4; %' C%nt C%ntra ra*t *t S7e*i$en) :4; Pri*e All%=e! 4ess t'an 5 100 5 to less t'an 10 0 10 to less t'an 15 +0 15 to less t'an 20 90 20 to less t'an 25 50 25 or more 0 In surface test using ,$ )trait e!e, e!e, areas s'o)ing 'ig' spot more t'an ,$$ #"t n%t e(*ee!in 1+$$ s'all 1+$$ s'all e grind.(ny area or section so removed s'all not e less t'an 1/$ in lent. lent . Seal Coint s'ould e place elo) pavement surface approimately 5$$ approimately 5$$ Bpening to traffic. Pavement Pavement )ill )ill e open unless it met met t'e specified specified minimum minimum strengt' reuirement or if test is not yet yet Page 1+ of 35


= & A G

20

15 1 21

%atc' concrete )eig't s'all 'ave t'e tolerance of 14 of 14 of cement and +4 of +4 of aggregates % % $oncrete temperature during 'ot )eat'er s'all not eceed 20 F :,+ C; $oncrete not in place )it'in 20 $in. $in. from t'e time of miing s'all not e used. ?'en concr concrete ete s'all s'all e e placed placed adCoin adCoining ing previou previously sly construct constructed ed lane lane and mec'anic mec'anical al euipme euipment nt )ill )ill e operated on t'e eisting lane, t'at previously constructed s'all 'ave attained strengt' for 1- !a8 *%n*rete. *%n*rete. If only finis'ing euipment is carried on t'e eisting lane, paving in adCoining lane may e permitted after , !a8)/ I &or test specimen, as )ork progresses, at lea)t %ne )et *%n)i)tin %' tree *%n*rete #ea$ s'all #ea$ s'all e taken, 10$$ ( 10$$ ( +$$ %r 200$$ s'all e taken from eac' ,,0 )3/$, )3/$, +,0$$ !e7t %r 'ra*ti%n tere%' place place nor volume of concrete not more t'an 9 *"/$/ D $oncrete layed s'all not e left eposed for more t'an 1+ %"r of of curing period $uring period of 9+ r) :,!a8);; J emoval of forms is permitted +-r) $in.after $in.after concrete pouring 4 !'e strengt' level of concrete )ill e satisfactory if t'e average of t'e , )a$7le e3"al or e3"al or eceed specified strengt' and no individual strengt' test result is deficient y more t'an 14 %' )7e*i'ie! )trent. )trent . If not meet t'e stated reuirement, core test can e conducted ) , )a$7le %#taine! and %#taine! and t'e result of t'e a&erae %' tree specimen tree specimen is eual to at lea)t 64 of 64 of t'e reuired strengt' and no single sample is le)) tan 94 of 94 of reuired strengt'. If strengt' strengt' specimen specimen does not meet reuirement and it is not advisale to otain cores due to structural structural consideration. consideration. (dCustment of price s'ould e conducted due to deficiency deficiency De'i De'i*i *ien en*8 *8 in )tre )tren nt t %' C%n* C%n*re rete te Per* Per*en entt :4; :4; %' C%nt C%ntra ra*t *t S7e*i$en) :4; Pri*e All%=e! 4ess t'an 5 100 5 to less t'an 10 0 10 to less t'an 15 +0 15 to less t'an 20 90 20 to less t'an 25 50 25 or more 0 In surface test using ,$ )trait e!e, e!e, areas s'o)ing 'ig' spot more t'an ,$$ #"t n%t e(*ee!in 1+$$ s'all 1+$$ s'all e grind.(ny area or section so removed s'all not e less t'an 1/$ in lent. lent . Seal Coint s'ould e place elo) pavement surface approimately 5$$ approimately 5$$ Bpening to traffic. Pavement Pavement )ill )ill e open unless it met met t'e specified specified minimum minimum strengt' reuirement or if test is not yet yet Page 1+ of 35


22

23 26

25

29 2+

2

2:

conducted, it can e opened 1- !a8) $in/ No acceptance s'ould e made on finis' pavement unless *%re te)t '%r ti*.ne)) !eter$inati%n is !eter$inati%n is conducted, ecept for %arangay oads )'ic' is allo)ed to )aive test. ( core specimen for t'ikness determination s'all 'ave a diameter of at least 100$$ :-;/ ( :-;/ ( core specimen for compressive compressive strengt' determination determination t'e dia. of core core specimen must e at lea)t + ti$e) t'e ti$e) t'e ma. si7e of coarse aggregates Tie Bar is placed perpendicular to l%it"!inal %int and %int and not to e painted. Tran)&er)e C%ntra*ti%n %int also %int also called Wea.ene! 7lane %int is %int is constructed usually every -/$, -/$, t'e dept' of t'e %int )%"l! n%t #e le)) tan 0$$ an! n%t n%t $%re tan 5$$ )idt'. 5$$ )idt'. Sa)ing of t'is Coint commence as soon as t'e concrete 'as 'ardened sufficiently, sufficiently, usually )it'in +- r)/ Tran)&er)e C%n)tr"*ti%n %int is %int is also called *%l! %int> constructed )'en t'ere is an interruption of $%re tan ,0$in in ,0$in in concreting operations. No cold Coint s'all e constructed )it'in 1/0$ of 1/0$ of an epansion Coint, contraction Coint, or plane of )eakness. $orrugation produce in t'e surface s'all e uniform in appearance and not more t'an 1/$$ in 1/$$ in dept' $oring for t'ickness determination. determination. !'e completed pavement is accepted on a lot asis. asis. ( lot s'all e considered as 1000 l$/ &or l$/ &or single lane and 00 l$ &or t)o lanes. Note if t'e net lengt' of lane is at lea)t 1+ of t'e nominal lengt' it is considered also anot'er lot. Bt'er areas suc' as entrance cross over, ramps, etc is considered 1 lot. =ac' lot )ill e divided to  e3"al )e$ent and )e$ent and %ne *%re )ill *%re )ill e otain at eac' segment. ? 'en t'e measurement of an8 *%re is *%re is less t'an t'e specified t'ickness y more t'an +$$ additional +$$ additional core )ill e taken at no le)) tan $ inter&al) parallel inter&al) parallel to t'e center line in eac' direction from t'e affected location. Btaining a core )ill e stopped until cored sample is not deficient y +$$ t./ In evaluating a core sample, it is divided into 2 $ea)"re$ent, $ea)"re$ent, %ne at te *enter an! te %ter 6 !i&i!e! in e3"al 7%rti%n.?'en 7%rti%n.?'en one measurement eceed t'e specified t'ickness y $%re tan $$ it $$ it )ill e considered as specified t'ickness 7l") $$. $$. ?'en one measurement is less t'an t'e specified t'ickness y more t'an +$$ it +$$ it s'all not e included in t'e average. !'en average t'e  *%re! sample. De'i*ien*8 in in a& a&erae t ti*.ne)) Per*ent :4 :4; %' %' C% C%ntra*t 7er l%t :$$; Pri*e All%=e! 0*5 100 9 * 10 :5 11 * 15 5 19 * 20 +0 21 * 25 50 Page 1 of 35


22

23 26

25

29 2+

2

2:

conducted, it can e opened 1- !a8) $in/ No acceptance s'ould e made on finis' pavement unless *%re te)t '%r ti*.ne)) !eter$inati%n is !eter$inati%n is conducted, ecept for %arangay oads )'ic' is allo)ed to )aive test. ( core specimen for t'ikness determination s'all 'ave a diameter of at least 100$$ :-;/ ( :-;/ ( core specimen for compressive compressive strengt' determination determination t'e dia. of core core specimen must e at lea)t + ti$e) t'e ti$e) t'e ma. si7e of coarse aggregates Tie Bar is placed perpendicular to l%it"!inal %int and %int and not to e painted. Tran)&er)e C%ntra*ti%n %int also %int also called Wea.ene! 7lane %int is %int is constructed usually every -/$, -/$, t'e dept' of t'e %int )%"l! n%t #e le)) tan 0$$ an! n%t n%t $%re tan 5$$ )idt'. 5$$ )idt'. Sa)ing of t'is Coint commence as soon as t'e concrete 'as 'ardened sufficiently, sufficiently, usually )it'in +- r)/ Tran)&er)e C%n)tr"*ti%n %int is %int is also called *%l! %int> constructed )'en t'ere is an interruption of $%re tan ,0$in in ,0$in in concreting operations. No cold Coint s'all e constructed )it'in 1/0$ of 1/0$ of an epansion Coint, contraction Coint, or plane of )eakness. $orrugation produce in t'e surface s'all e uniform in appearance and not more t'an 1/$$ in 1/$$ in dept' $oring for t'ickness determination. determination. !'e completed pavement is accepted on a lot asis. asis. ( lot s'all e considered as 1000 l$/ &or l$/ &or single lane and 00 l$ &or t)o lanes. Note if t'e net lengt' of lane is at lea)t 1+ of t'e nominal lengt' it is considered also anot'er lot. Bt'er areas suc' as entrance cross over, ramps, etc is considered 1 lot. =ac' lot )ill e divided to  e3"al )e$ent and )e$ent and %ne *%re )ill *%re )ill e otain at eac' segment. ? 'en t'e measurement of an8 *%re is *%re is less t'an t'e specified t'ickness y more t'an +$$ additional +$$ additional core )ill e taken at no le)) tan $ inter&al) parallel inter&al) parallel to t'e center line in eac' direction from t'e affected location. Btaining a core )ill e stopped until cored sample is not deficient y +$$ t./ In evaluating a core sample, it is divided into 2 $ea)"re$ent, $ea)"re$ent, %ne at te *enter an! te %ter 6 !i&i!e! in e3"al 7%rti%n.?'en 7%rti%n.?'en one measurement eceed t'e specified t'ickness y $%re tan $$ it $$ it )ill e considered as specified t'ickness 7l") $$. $$. ?'en one measurement is less t'an t'e specified t'ickness y more t'an +$$ it +$$ it s'all not e included in t'e average. !'en average t'e  *%re! sample. De'i*ien*8 in in a& a&erae t ti*.ne)) Per*ent :4 :4; %' %' C% C%ntra*t 7er l%t :$$; Pri*e All%=e! 0*5 100 9 * 10 :5 11 * 15 5 19 * 20 +0 21 * 25 50 Page 1 of 35


30 31 32

more t'an 25 remove and replace NP"iing time for concrete at miing plant s'all not e less t'an 0 )e*/ ut )e*/ ut not greater t'an 20 seconds 20 seconds In transporting transporting concrete t'e time elapsed from t'e time )ater )ater added to t'e mi until t'e concrete concrete deposited deposited in place must n%t e(*ee! -$in if -$in if 'auled y n%n aitatin trucks aitatin trucks and 20$in )'en 20$in )'en 'auled in tr"*. $i(er) %' tr"*. aitat%r)/ Steel '%r$) are '%r$) are prescried to e used in concrete pavement construction.

Part F BRIDGE CO CONSTRUCTION Item No. -00 -00 Pili Pilin n 1 Piling not part of t'e structure s'all e removed or cut at lea)t ,00$$ elo) ,00$$ elo) t'e ottom of t'e footing. 2 &or concrete piles. $oncrete s'all e *la)) C =it a )l"$7 %' 56 :10$$ t% +00$$; self compacting mi. 3 &or precast concrete piles. emoval of forms is permitted +-r) $in.after $in.after concrete pouring. Piles s'all not e moved until t'e test indicates t'at t'e concrete attained a compressive strengt' of at least 604 of 604 of reuired strengt' and s'all not e transported or driven until reuired strengt' 'as attained. If testing is not availale, piles s'all not e moved until 1- !a8) a'ter *a)tin and *a)tin and s'all not e transported or driven prior to +6 !a8) a'ter *a)tin. *a)tin. If 'ig' early strengt' is used piles s'ould not e moved, transported or driven prior to 9 !a8) %' *a)tin/ 6 !imer Piles. !'e 'eads of untreated piles s'ould e treated )it' + *%at) %t *re%)%te %il %r %ter a77r%&e! 7re)er&ati&e)/ !'e )eig't of t'e ra&it8 t'e ra&it8 a$$er to e use in piling i) piling i) +>000 ./ -01 Railin Railin  -0+ Ti$#er Ti$#er Str"*t" Str"*t"re) re) 1 &or using preservatives, *re%)%te %il %t *re%)%te 7etr%le"$ %il lend %il lend s'all e use.?'en timer is intended for marine use creosote petroleum oil s'all not e used. 2 !'e minimum penetration of t'e preservatives to t'e surface of t'e timer i) +0$$ 3 !'e =ngineer s'all e notified at lea)t 10 !a8) prior !a8) prior to t'e treatment process application of preservatives6 4umer is )ell seasoned if t'e moisture content contains 1+4 t% 164 -0, Metal Metal Str"*t" Str"*t"re) re) -0- Rein'%r*i Rein'%r*in n Steel Bar) Bar) Page 1: of 35


30 31 32

more t'an 25 remove and replace NP"iing time for concrete at miing plant s'all not e less t'an 0 )e*/ ut )e*/ ut not greater t'an 20 seconds 20 seconds In transporting transporting concrete t'e time elapsed from t'e time )ater )ater added to t'e mi until t'e concrete concrete deposited deposited in place must n%t e(*ee! -$in if -$in if 'auled y n%n aitatin trucks aitatin trucks and 20$in )'en 20$in )'en 'auled in tr"*. $i(er) %' tr"*. aitat%r)/ Steel '%r$) are '%r$) are prescried to e used in concrete pavement construction.

Part F BRIDGE CO CONSTRUCTION Item No. -00 -00 Pili Pilin n 1 Piling not part of t'e structure s'all e removed or cut at lea)t ,00$$ elo) ,00$$ elo) t'e ottom of t'e footing. 2 &or concrete piles. $oncrete s'all e *la)) C =it a )l"$7 %' 56 :10$$ t% +00$$; self compacting mi. 3 &or precast concrete piles. emoval of forms is permitted +-r) $in.after $in.after concrete pouring. Piles s'all not e moved until t'e test indicates t'at t'e concrete attained a compressive strengt' of at least 604 of 604 of reuired strengt' and s'all not e transported or driven until reuired strengt' 'as attained. If testing is not availale, piles s'all not e moved until 1- !a8) a'ter *a)tin and *a)tin and s'all not e transported or driven prior to +6 !a8) a'ter *a)tin. *a)tin. If 'ig' early strengt' is used piles s'ould not e moved, transported or driven prior to 9 !a8) %' *a)tin/ 6 !imer Piles. !'e 'eads of untreated piles s'ould e treated )it' + *%at) %t *re%)%te %il %r %ter a77r%&e! 7re)er&ati&e)/ !'e )eig't of t'e ra&it8 t'e ra&it8 a$$er to e use in piling i) piling i) +>000 ./ -01 Railin Railin  -0+ Ti$#er Ti$#er Str"*t" Str"*t"re) re) 1 &or using preservatives, *re%)%te %il %t *re%)%te 7etr%le"$ %il lend %il lend s'all e use.?'en timer is intended for marine use creosote petroleum oil s'all not e used. 2 !'e minimum penetration of t'e preservatives to t'e surface of t'e timer i) +0$$ 3 !'e =ngineer s'all e notified at lea)t 10 !a8) prior !a8) prior to t'e treatment process application of preservatives6 4umer is )ell seasoned if t'e moisture content contains 1+4 t% 164 -0, Metal Metal Str"*t" Str"*t"re) re) -0- Rein'%r*i Rein'%r*in n Steel Bar) Bar) Page 1: of 35


1 2

&or every 10>000.) %r 'ra*ti%n tere%' for for eac' si7e, conduct 1 :1$ )a$7le; @uality !est !est tension, ending, and c'emical analysis"inim "inimum um dista distance nce for for 4ap 4ap Splice Splice for for reinf reinforc orcing ing ars ars Splice !ype Arade 60 Arade 90 %ut not less t'an !ension 26 ar dia 39 ar dia 300mm $ompression 20 ar dia 26 ar dia. 300mm

-0 Str"*t"ral Str"*t"ral C%n*re C%n*rete te 1 $las $lasse ses s and and 000.) %r 'ra*ti%n tere%' for for eac' si7e, conduct 1 :1$; @uality :1$; @uality !est !est tension, ending, and c'emical analysis+ &or admiture, it s'all e measured )it' an accuracy of  ,4> t'e use of *al*i"$ *al*i"$ *l%ri!e as an admiture is not Page 20 of 35


1

&or every 10>000.) %r 'ra*ti%n tere%' for for eac' si7e, conduct 1 :1$ )a$7le; @uality !est !est tension, ending, and c'emical analysis"inim "inimum um dista distance nce for for 4ap 4ap Splice Splice for for reinf reinforc orcing ing ars ars Splice !ype Arade 60 Arade 90 %ut not less t'an !ension 26 ar dia 39 ar dia 300mm $ompression 20 ar dia 26 ar dia. 300mm

2

-0 Str"*t"ral Str"*t"ral C%n*re C%n*rete te 1 $las $lasse ses s and and 000.) %r 'ra*ti%n tere%' for for eac' si7e, conduct 1 :1$; @uality :1$; @uality !est !est tension, ending, and c'emical analysis+ &or admiture, it s'all e measured )it' an accuracy of  ,4> t'e use of *al*i"$ *al*i"$ *l%ri!e as an admiture is not Page 20 of 35


 : 10

11 12 13

16 15

permitted. !'e interval of delivery of atc'ed concrete s'all not eceed ,0 $in/ interval $in/ interval during casting. =ceptional cases may consider )'en using volumetric )'ic' reuires less t'an +5 cu.m per day pouring, "iing time for concrete at miing plant s'all not e less t'an 0 )e*/ ut )e*/ ut not greater t'an 20 seconds 20 seconds In transporting transporting concrete t'e time elapsed from t'e time )ater )ater added to t'e mi until t'e concrete concrete deposited deposited in place must n%t e(*ee! -$in if -$in if 'auled y n%n aitatin trucks aitatin trucks and 20$in )'en 20$in )'en 'auled in tr"*. $i(er) %' tr"*. aitat%r)/ reuired revolution for truck miers is - t% 5 r7$; If t'ere is a need to add )ater )ater to t'e t'e concrete mi in order to increase increase )orkaility )orkaility after after t'e initial time of miing, miing, it s'all e permitted n%t permitted n%t e(*ee!in -$in/ provided not to eceed slump and )ater cement ratioDe)in %' *%n*rete $i( specified $i( specified in t'e lue look is ased on A#)%l"te %l"$e Met%! Re$%&al %' '%r$) min time min / design strengt' centering under girder, eam frames or arc'es 16 days 0.0/ floor sla 16 days 0.+0/ )alls 1 day 0.+0/ columns 2 days 0.+0/ sides of eams and all vertical surfaces 1 day 0.+0/ 4imit for )ater cement ratio ranges from 0/0 t% 0/50 $oncrete t'at is properly virated virated 'as a 'ig'er strengt' result t'an t'an t'at of not t'oroug'ly consolidated y +04 t% +4

-05 Pre)tre)) Pre)tre))e! e! Str"*t"ral Str"*t"ral C%n*rete C%n*rete 1 &or )ire strand. 1 @uality !est for every +0t %r 'ra*ti%n tere%' 2 $oncrete $oncrete strengt strengt' ' of at least 2 "pa "pa s'ould s'ould e attained attained prior prior to tensioning tensioning of t'e t'e prestress prestressing ing reinforc reinforcemen ementt unless ot'er)ise specified. -09 C%n*rete C%n*rete Str"*t Str"*t"re "re -06 Steel Steel Bri!e Bri!e -02 Wel!e! Wel!e! Str"*t Str"*t"re "re

Page 21 of 35


 : 10

11 12 13

16 15

permitted. !'e interval of delivery of atc'ed concrete s'all not eceed ,0 $in/ interval $in/ interval during casting. =ceptional cases may consider )'en using volumetric )'ic' reuires less t'an +5 cu.m per day pouring, "iing time for concrete at miing plant s'all not e less t'an 0 )e*/ ut )e*/ ut not greater t'an 20 seconds 20 seconds In transporting transporting concrete t'e time elapsed from t'e time )ater )ater added to t'e mi until t'e concrete concrete deposited deposited in place must n%t e(*ee! -$in if -$in if 'auled y n%n aitatin trucks aitatin trucks and 20$in )'en 20$in )'en 'auled in tr"*. $i(er) %' tr"*. aitat%r)/ reuired revolution for truck miers is - t% 5 r7$; If t'ere is a need to add )ater )ater to t'e t'e concrete mi in order to increase increase )orkaility )orkaility after after t'e initial time of miing, miing, it s'all e permitted n%t permitted n%t e(*ee!in -$in/ provided not to eceed slump and )ater cement ratioDe)in %' *%n*rete $i( specified $i( specified in t'e lue look is ased on A#)%l"te %l"$e Met%! Re$%&al %' '%r$) min time min / design strengt' centering under girder, eam frames or arc'es 16 days 0.0/ floor sla 16 days 0.+0/ )alls 1 day 0.+0/ columns 2 days 0.+0/ sides of eams and all vertical surfaces 1 day 0.+0/ 4imit for )ater cement ratio ranges from 0/0 t% 0/50 $oncrete t'at is properly virated virated 'as a 'ig'er strengt' result t'an t'an t'at of not t'oroug'ly consolidated y +04 t% +4

-05 Pre)tre)) Pre)tre))e! e! Str"*t"ral Str"*t"ral C%n*rete C%n*rete 1 &or )ire strand. 1 @uality !est for every +0t %r 'ra*ti%n tere%' 2 $oncrete $oncrete strengt strengt' ' of at least 2 "pa "pa s'ould s'ould e attained attained prior prior to tensioning tensioning of t'e t'e prestress prestressing ing reinforc reinforcemen ementt unless ot'er)ise specified. -09 C%n*rete C%n*rete Str"*t Str"*t"re "re -06 Steel Steel Bri!e Bri!e -02 Wel!e! Wel!e! Str"*t Str"*t"re "re

Page 21 of 35


-10 Treate! an! Untreate! Untreate! Ti$#er Ti$#er -11 -11 Pain Paintt 1 2 3 6 5

Sampling. One +0L %r %ne -L can or every for every 100 *an %r 'ra*ti%n tere%' Paint use in concrete pavement is ter$%7la)ti* )'ile ter$%7la)ti* )'ile in asp'alt pavement is re'le*t%ri?e! !'e insolule po)dered solid miture of paint is called 7i$ent)/ Pigments 'aving i re'ra*ti&e in!i*e) are classified as 7ri$e/ !'en *%l%re! !'en *%l%re! 7i$ent use as 7ri$er as 7ri$er '%r $etalli* )"r'a*e is called re! called re! lea!/ !'e most common popular !r8 %il 7aint i) called lin)ee! called lin)ee! %il 7aint ( volatile volatile solvent use to to reduce consistency of paint is tinner

-1+ Ela)t%$er Ela)t%$eri* i* Bearin Bearin Pa! -1, Pre $%l!e! %int 'iller '%r *%n*rete 7a&in 7a&in Part Part G DRAI DRAINA NAGE GE AND AND SLOP SLOPE E PROT PROTECT ECTION ION STRUC STRUCTUR TURES ES Item No. 00 Pi7e C"l&ert C"l&ert an! St%r$ St%r$ Drain 1 Doint "ortar for concrete pipes s'ould consist of 1 7art P%rtlan! Ce$ent an! + 7art )an!. )an! . "ortar s'all e used )it'in ,0 $in) after $in) after its preparation. 2 Sampling of Pipes. 1 pipe for every 07*). 07*). for strengt', asorption, dimension test3 (lternative test test on no. 2. $oncrete $oncrete Sample 1 set consisting consisting of t'ree cylinder cylinder sample for n%t $%re tan +7*) cast +7*) cast and 1 inspection report on casted pipe for not more t'an + 7*)/ 6 !est for for cement cement and aggreg aggregates ates same as item item 605 Structu Structural ral $oncre $oncretete5 Storm pipe s'all e emedded elo) t'e finis'ed grade line n%t le)) tan 0/50$ 9 Mini$"$ spacing Mini$"$ spacing of 'oop rears on $P is 65$$> ) net protective covering %' covering %' +$$ :1; 01 Un!er! Un!er!rai rain n 0+ Cat* Ba)in> Ba)in> Inlet Inlet an! Man%le) 1 Same as item 605 Structural $oncrete-, Cla)) A

Page 22 of 35


-10 Treate! an! Untreate! Untreate! Ti$#er Ti$#er -11 -11 Pain Paintt 1 2 3 6 5

Sampling. One +0L %r %ne -L can or every for every 100 *an %r 'ra*ti%n tere%' Paint use in concrete pavement is ter$%7la)ti* )'ile ter$%7la)ti* )'ile in asp'alt pavement is re'le*t%ri?e! !'e insolule po)dered solid miture of paint is called 7i$ent)/ Pigments 'aving i re'ra*ti&e in!i*e) are classified as 7ri$e/ !'en *%l%re! !'en *%l%re! 7i$ent use as 7ri$er as 7ri$er '%r $etalli* )"r'a*e is called re! called re! lea!/ !'e most common popular !r8 %il 7aint i) called lin)ee! called lin)ee! %il 7aint ( volatile volatile solvent use to to reduce consistency of paint is tinner

-1+ Ela)t%$er Ela)t%$eri* i* Bearin Bearin Pa! -1, Pre $%l!e! %int 'iller '%r *%n*rete 7a&in 7a&in Part Part G DRAI DRAINA NAGE GE AND AND SLOP SLOPE E PROT PROTECT ECTION ION STRUC STRUCTUR TURES ES Item No. 00 Pi7e C"l&ert C"l&ert an! St%r$ St%r$ Drain 1 Doint "ortar for concrete pipes s'ould consist of 1 7art P%rtlan! Ce$ent an! + 7art )an!. )an! . "ortar s'all e used )it'in ,0 $in) after $in) after its preparation. 2 Sampling of Pipes. 1 pipe for every 07*). 07*). for strengt', asorption, dimension test3 (lternative test test on no. 2. $oncrete $oncrete Sample 1 set consisting consisting of t'ree cylinder cylinder sample for n%t $%re tan +7*) cast +7*) cast and 1 inspection report on casted pipe for not more t'an + 7*)/ 6 !est for for cement cement and aggreg aggregates ates same as item item 605 Structu Structural ral $oncre $oncretete5 Storm pipe s'all e emedded elo) t'e finis'ed grade line n%t le)) tan 0/50$ 9 Mini$"$ spacing Mini$"$ spacing of 'oop rears on $P is 65$$> ) net protective covering %' covering %' +$$ :1; 01 Un!er! Un!er!rai rain n 0+ Cat* Ba)in> Ba)in> Inlet Inlet an! Man%le) 1 Same as item 605 Structural $oncrete-, Cla)) A

Page 22 of 35


0, Steel Steel Gratin Gratin = Fra$e Fra$e 0- Re*%n!iti%nin an! an! Cleanin %' E(i)tin Drainae Drainae 0 Ri7ra7 Ri7ra7 an! Gr%"te! Gr%"te! Ri7ra7 1 $las $lasse ses s of Ston Stones es used used $lass $lass ( ranging ranging from a minimum minimum of 15kg 15kg to ma 25kg. 25kg. ?it' at leat leat 50/ )eig'ing )eig'ing more more t'an 20kg. 20kg. $lass $lass % ranging ranging from a minimum minimum of 30kg 30kg to ma +0kg. +0kg. ?it' at leat leat 50/ )eig'ing )eig'ing more more t'an 50kg. 50kg. $lass $lass $ ranging ranging from a minimum minimum of 90kg 90kg to ma 100kg. 100kg. ?it' at leat leat 50/ )eig'in )eig'ing g more t'an t'an 0kg. $lass $lass # ranging ranging from a minimum minimum of 100kg 100kg to ma 200kg. 200kg. ?it' ?it' at leat 50/ )eig'i )eig'ing ng more t'an t'an 150kg. 150kg. 2 "ortar mied s'all e %ne 7art cement 7art cement , and tree 7art) sand 7art) sand and applied a minimum t'ickness of +0$$ et)een +0$$ et)een stones 3 Spacing of )eep'oles s'all n%t #e $%re tan +$ and +$ and must e in staggered manner )it' a diameter of at lea)t 0$$/ 6 Placem Placement ent of ston stone e is perp perpend endicu icular lar to t'e t'e slop slope e 5 @uantity. &or cement , #a)*"/$ of #a)*"/$ of riprap, &or fine aggregates 0/19 *"/$*"/$ of riprap 05 St%ne St%ne Ma)%nr8 Ma)%nr8 1 "ortar for masonry s'all consists of %ne 7art portland 7art portland cement and t=% 7art fine 7art fine aggregates 2 "ortar t'at is not used )it'in 20$in. 20$in. (fter t'e )ater 'as een added s'all e discarded. 3 Placem Placement ent of ston stone e is parall parallel el to to t'e t'e slope slope.. 6 @uantity. &or cement + #a)*"/$ of #a)*"/$ of riprap, &or fine aggregates 0/19 *"/$*"/$ of riprap 09 R"##le R"##le C%n*re C%n*rete te 1 Stones to e used s'all e more t'an 0/01 *"/$ and *"/$ and not less t'an 94 of 94 of t'e total volume of rock emankment 2 $onc $oncre rete te s'al s'alll e e $la $lass ss ;%; ;%; 3 In no case s'all virator e operated longer t'an 10 )e*%n!)/ 6 (fter removal of forms if t'ere is a voids or 'oneycom 'oneycom spot s'all e filled )it' )it' %ne 7art cement 7art cement and t=% 7art) sand. 7art) sand. 5 Spacing of )eep'oles s'all n%t #e $%re tan +$ and +$ and must e in staggered manner )it' a diameter of at lea)t 0$$/ 9 minimum t'ickness of rule concrete is 1+ %r ,00$$/ 06 Han! Lai! Lai! R%*. E$#an.$e E$#an.$ent nt Page 23 of 35


0, Steel Steel Gratin Gratin = Fra$e Fra$e 0- Re*%n!iti%nin an! an! Cleanin %' E(i)tin Drainae Drainae 0 Ri7ra7 Ri7ra7 an! Gr%"te! Gr%"te! Ri7ra7 1 $las $lasse ses s of Ston Stones es used used $lass $lass ( ranging ranging from a minimum minimum of 15kg 15kg to ma 25kg. 25kg. ?it' at leat leat 50/ )eig'ing )eig'ing more more t'an 20kg. 20kg. $lass $lass % ranging ranging from a minimum minimum of 30kg 30kg to ma +0kg. +0kg. ?it' at leat leat 50/ )eig'ing )eig'ing more more t'an 50kg. 50kg. $lass $lass $ ranging ranging from a minimum minimum of 90kg 90kg to ma 100kg. 100kg. ?it' at leat leat 50/ )eig'in )eig'ing g more t'an t'an 0kg. $lass $lass # ranging ranging from a minimum minimum of 100kg 100kg to ma 200kg. 200kg. ?it' ?it' at leat 50/ )eig'i )eig'ing ng more t'an t'an 150kg. 150kg. 2 "ortar mied s'all e %ne 7art cement 7art cement , and tree 7art) sand 7art) sand and applied a minimum t'ickness of +0$$ et)een +0$$ et)een stones 3 Spacing of )eep'oles s'all n%t #e $%re tan +$ and +$ and must e in staggered manner )it' a diameter of at lea)t 0$$/ 6 Placem Placement ent of ston stone e is perp perpend endicu icular lar to t'e t'e slop slope e 5 @uantity. &or cement , #a)*"/$ of #a)*"/$ of riprap, &or fine aggregates 0/19 *"/$*"/$ of riprap 05 St%ne St%ne Ma)%nr8 Ma)%nr8 1 "ortar for masonry s'all consists of %ne 7art portland 7art portland cement and t=% 7art fine 7art fine aggregates 2 "ortar t'at is not used )it'in 20$in. 20$in. (fter t'e )ater 'as een added s'all e discarded. 3 Placem Placement ent of ston stone e is parall parallel el to to t'e t'e slope slope.. 6 @uantity. &or cement + #a)*"/$ of #a)*"/$ of riprap, &or fine aggregates 0/19 *"/$*"/$ of riprap 09 R"##le R"##le C%n*re C%n*rete te 1 Stones to e used s'all e more t'an 0/01 *"/$ and *"/$ and not less t'an 94 of 94 of t'e total volume of rock emankment 2 $onc $oncre rete te s'al s'alll e e $la $lass ss ;%; ;%; 3 In no case s'all virator e operated longer t'an 10 )e*%n!)/ 6 (fter removal of forms if t'ere is a voids or 'oneycom 'oneycom spot s'all e filled )it' )it' %ne 7art cement 7art cement and t=% 7art) sand. 7art) sand. 5 Spacing of )eep'oles s'all n%t #e $%re tan +$ and +$ and must e in staggered manner )it' a diameter of at lea)t 0$$/ 9 minimum t'ickness of rule concrete is 1+ %r ,00$$/ 06 Han! Lai! Lai! R%*. E$#an.$e E$#an.$ent nt Page 23 of 35


1

Stones to e used s'all e more t'an 0/01 *"/$ and *"/$ and not less t'an 94 of 94 of t'e total volume of rock emankment

02 Seet Seet Pile) Pile) 10 C%n*rete C%n*rete Sl%7e Pr%te*ti Pr%te*ti%n %n 1 $onc $oncre rete te s'al s'alll e e cla class ss ;%; ;%; 11 Ga#i%n) Ga#i%n) an! Matre))e) Matre))e) 1 &ilter clot' s'all consist of 904 polypropylene 904 polypropylene and ,04 polyet'ylene ,04 polyet'ylene Part Part H Part I

MISC MISCEL ELLA LANE NEOU OUS S STR STRUC UCTU TURE RES S MATERIAL DETAIL

Oter Mini$"$ Re3"ire$ent) '%r S"#$i))i%n %' Sa$7le)

1 2

3

Material) (sp'alt "i (ggregates a. coarse aggregate . fine aggregates $G%

Mini$"$ Te)t Re3"ire$ent for every 130t or fraction t'ereof for every 1500cu.m or fraction t'ereof

for every 10,000 units or fraction t'ereof

Mini$"$ Q"antit8 %' Sa$7le 20 kg +0 kg 50 kg 9 units

3 units for compression 3 units for moisture

$lassification of $G% (- 4oad %earing $G% $G% * t'ickness ranges ranges 5 5 t% 6 or 6 or more, *a7a#le %' *arr8in superimposed *arr8in superimposed load aside from its o)n )eig't. %- Non 4oad %earing $G% * t'ickness ranges , t% -, -, )'ic' are n%t *a7a#le %' *arr8in load *arr8in load and carrying Cust t'eir o)n )eig't. Strent Re3"ire$ent F%r L%a! Bearin F%r N%n L%a! Bearin Individual 00psi min. 500psi min (verage 1000psi min. 900psi min (sorption 260kgcum ma 260kgcum ma "oisture $ontent 65/ ma 65/ ma Page 26 of 35


1

Stones to e used s'all e more t'an 0/01 *"/$ and *"/$ and not less t'an 94 of 94 of t'e total volume of rock emankment

02 Seet Seet Pile) Pile) 10 C%n*rete C%n*rete Sl%7e Pr%te*ti Pr%te*ti%n %n 1 $onc $oncre rete te s'al s'alll e e cla class ss ;%; ;%; 11 Ga#i%n) Ga#i%n) an! Matre))e) Matre))e) 1 &ilter clot' s'all consist of 904 polypropylene 904 polypropylene and ,04 polyet'ylene ,04 polyet'ylene Part Part H Part I

MISC MISCEL ELLA LANE NEOU OUS S STR STRUC UCTU TURE RES S MATERIAL DETAIL

Oter Mini$"$ Re3"ire$ent) '%r S"#$i))i%n %' Sa$7le)

1 2

3

Material) (sp'alt "i (ggregates a. coarse aggregate . fine aggregates $G%

Mini$"$ Te)t Re3"ire$ent for every 130t or fraction t'ereof for every 1500cu.m or fraction t'ereof

for every 10,000 units or fraction t'ereof

Mini$"$ Q"antit8 %' Sa$7le 20 kg +0 kg 50 kg 9 units

3 units for compression 3 units for moisture

$lassification of $G% (- 4oad %earing $G% $G% * t'ickness ranges ranges 5 5 t% 6 or 6 or more, *a7a#le %' *arr8in superimposed *arr8in superimposed load aside from its o)n )eig't. %- Non 4oad %earing $G% * t'ickness ranges , t% -, -, )'ic' are n%t *a7a#le %' *arr8in load *arr8in load and carrying Cust t'eir o)n )eig't. Strent Re3"ire$ent F%r L%a! Bearin F%r N%n L%a! Bearin Individual 00psi min. 500psi min (verage 1000psi min. 900psi min (sorption 260kgcum ma 260kgcum ma "oisture $ontent 65/ ma 65/ ma Page 26 of 35


6

Steel S'eet galvani7edfor every 1,000 s'eets or fraction t'ereof 1 s'eet Note minimum lapping for AI s'eet is + 1+ *%rr"ati%n)> galvani7ed iron s'eet is tested for 1;ti*.ne)) 1;ti*.ne)) an! !i$en)i%n and +; ?in* *%atin;

Page 25 of 35


6

Steel S'eet galvani7edfor every 1,000 s'eets or fraction t'ereof 1 s'eet Note minimum lapping for AI s'eet is + 1+ *%rr"ati%n)> galvani7ed iron s'eet is tested for 1;ti*.ne)) 1;ti*.ne)) an! !i$en)i%n and +; ?in* *%atin;

Page 25 of 35

DPWH STANDARD SPECIFICATION TABLE OF CONTENT Part Part A FACILI ACILITIE TIES S FOR FOR THE THE ENGIN ENGINEER EER Part Part B OTHER OTHER GENE GENERA RAL L REQU REQUIRE IREMEN MENT T Part Part C EART EARTHW HWOR ORKS KS Item No. 100 100 $lea $leari ring ng and and Ar Arui uing ng 101 emova emovall of of =ist =isting ing Struct Structure ure and Bstru Bstructi ction on 102 =cavation 103 103 Str Structu ucture re =c =ca avati vation on 106 =mankment 105 105 Sug Sugra rade de Pre Prepa para rati tion on 109 =uipm =uipment ent $ompac $ompactio tion n and and $ontr $ontrol ol #ens #ensity ity Strips Strips 10+ Bver'aul Part Part D SUB BASE BASE AND AND BASE BASE COUR COURSE SE Item No. 200 200 (ggr (ggreg egat ate e Su Su %ase %ase $our $ourse se 201 201 (ggr (ggreg egat ate e %as %ase e $ou $ourrse 202 202 $rus $rus'e 'ed d (ggr (ggreg egat ate e %ase %ase $our $ourse se 203 4ime 4ime Sta Staili ili7ed 7ed oadmi oadmi  (ggreg (ggregate ate %ase %ase $our $ourse se 206 Portla Portland nd $emen $ementt Staili Staili7ed 7ed oad oadmi mi (ggreg (ggregate ate %ase %ase $ours $ourse e 205 (sp'al (sp'altt Stail Staili7e i7ed d oadmi oadmi  (ggr (ggrega egate te %ase %ase $our $ourse se 209 Portla Portland nd $eme $ement nt !reat !reated ed Plan Plantt "i "i %ase %ase $our $ourse se 20+ 20+ (ggr (ggreg egat ate e Sto Stock ckpi pille Part Part E SURF SURFAC ACE E COUR COURSE SE Item No. 300 300 Surf Surfac ace e (ggr (ggreg egat ate e $ou $ours rse e 301 301 %itu %itum minou inous s Pr Prime ime $oa $oatt 302 302 %itu %itum minou inous s !a !ack $oa $oatt 303 303 %itu %itum minou inous s Sea Seall $oa $oatt 306 306 %itu %itumi mino nous us Surf Surfac ace e !rea !reatm tmen entt 305 305 %itu %itumi mino nous us Pene Penetr trat atio ion n "acad "acadam am Pave Paveme ment nt 309 309 %itu %itumi mino nous us oad oad "i "i Sur Surfa face ce $our $ourse se 30+ %itumi %ituminou nous s Plan Plantt "i "i Surfac Surface e $our $ourse se Aenera Aenerall

DPWH STANDARD SPECIFICATION TABLE OF CONTENT Part Part A FACILI ACILITIE TIES S FOR FOR THE THE ENGIN ENGINEER EER Part Part B OTHER OTHER GENE GENERA RAL L REQU REQUIRE IREMEN MENT T Part Part C EART EARTHW HWOR ORKS KS Item No. 100 100 $lea $leari ring ng and and Ar Arui uing ng 101 emova emovall of of =ist =isting ing Struct Structure ure and Bstru Bstructi ction on 102 =cavation 103 103 Str Structu ucture re =c =ca avati vation on 106 =mankment 105 105 Sug Sugra rade de Pre Prepa para rati tion on 109 =uipm =uipment ent $ompac $ompactio tion n and and $ontr $ontrol ol #ens #ensity ity Strips Strips 10+ Bver'aul Part Part D SUB BASE BASE AND AND BASE BASE COUR COURSE SE Item No. 200 200 (ggr (ggreg egat ate e Su Su %ase %ase $our $ourse se 201 201 (ggr (ggreg egat ate e %as %ase e $ou $ourrse 202 202 $rus $rus'e 'ed d (ggr (ggreg egat ate e %ase %ase $our $ourse se 203 4ime 4ime Sta Staili ili7ed 7ed oadmi oadmi  (ggreg (ggregate ate %ase %ase $our $ourse se 206 Portla Portland nd $emen $ementt Staili Staili7ed 7ed oad oadmi mi (ggreg (ggregate ate %ase %ase $ours $ourse e 205 (sp'al (sp'altt Stail Staili7e i7ed d oadmi oadmi  (ggr (ggrega egate te %ase %ase $our $ourse se 209 Portla Portland nd $eme $ement nt !reat !reated ed Plan Plantt "i "i %ase %ase $our $ourse se 20+ 20+ (ggr (ggreg egat ate e Sto Stock ckpi pille Part Part E SURF SURFAC ACE E COUR COURSE SE Item No. 300 300 Surf Surfac ace e (ggr (ggreg egat ate e $ou $ours rse e 301 301 %itu %itum minou inous s Pr Prime ime $oa $oatt 302 302 %itu %itum minou inous s !a !ack $oa $oatt 303 303 %itu %itum minou inous s Sea Seall $oa $oatt 306 306 %itu %itumi mino nous us Surf Surfac ace e !rea !reatm tmen entt 305 305 %itu %itumi mino nous us Pene Penetr trat atio ion n "acad "acadam am Pave Paveme ment nt 309 309 %itu %itumi mino nous us oad oad "i "i Sur Surfa face ce $our $ourse se 30+ %itumi %ituminou nous s Plan Plantt "i "i Surfac Surface e $our $ourse se Aenera Aenerall

30 30 30: 310 311 311 Part Part F Item No. 600 601 602 602 603 606 606 605 605 609 609 60+ 60+ 60 60: 60: 610 610 611 612 612 613 Part G 500 500 501 502 502 503 503 506 505 505 509 50+ 50 50 50: 510 510 511 511 Part Part H Part Part I

$ol $old (sp (sp'a 'alt lt Plan Plantt "i "i %itumi %ituminou nous s Plant Plant "i "i Stock Stockpil pile e "ainte "aintenan nance ce "itu "iturere%itumi %ituminou nous s $onc $oncret rete e Surf Surface ace $ourse $ourse * 'ot 'ot laid laid Port Portla land nd $eme $ement nt $onc $oncre rete te Pave Paveme ment nt BRID BRIDGE GE CONS CONSTR TRUC UCTI TION ON Piling ailing !ime imerr Stru Struc cture tures s "etal St Structures ein einfo forc rcin ing g Stee Steell %ars %ars Str Structu uctura rall $on $oncr cret ete e Pres Prestr tres esse sed d Str Struc uctu tura rall $on $oncr cret ete e $on $oncret crete e Stru Struct ctur ure e Steel %r %ridge ?eld ?elded ed Stru Struct ctu ure Ste Steel el !reat reated ed and and
30 30 30: 310 311 311 Part Part F Item No. 600 601 602 602 603 606 606 605 605 609 609 60+ 60+ 60 60: 60: 610 610 611 612 612 613 Part G 500 500 501 502 502 503 503 506 505 505 509 50+ 50 50 50: 510 510 511 511 Part Part H Part Part I

$ol $old (sp (sp'a 'alt lt Plan Plantt "i "i %itumi %ituminou nous s Plant Plant "i "i Stock Stockpil pile e "ainte "aintenan nance ce "itu "iturere%itumi %ituminou nous s $onc $oncret rete e Surf Surface ace $ourse $ourse * 'ot 'ot laid laid Port Portla land nd $eme $ement nt $onc $oncre rete te Pave Paveme ment nt BRID BRIDGE GE CONS CONSTR TRUC UCTI TION ON Piling ailing !ime imerr Stru Struc cture tures s "etal St Structures ein einfo forc rcin ing g Stee Steell %ars %ars Str Structu uctura rall $on $oncr cret ete e Pres Prestr tres esse sed d Str Struc uctu tura rall $on $oncr cret ete e $on $oncret crete e Stru Struct ctur ure e Steel %r %ridge ?eld ?elded ed Stru Struct ctu ure Ste Steel el !reat reated ed and and
#P?G S!(N#(# SP=$I&I$(!IBN P(!

( % $ 100 101 102 103 106 105 109 10+

&($I4I!I=S &B !G= =NAIN== B!G= A=N=(4 =@
200 201 202 203 206 205 209 20+

S<% %(S= (N# %(S= $B<S= (AA=A(!= (AA=A(!= S<%%(S= S<%%(S= $B<S= (AA=A( (AA=A(!= != %(S= $B<S= $B<S= $
#

=

S<&($= $B<S= 300 (AA=A(!= (AA=A(!= S<&($= S<&($= $B<S= $B<S= 301 %I!<"INB %I!<"INB
#P?G S!(N#(# SP=$I&I$(!IBN P(!

( % $ 100 101 102 103 106 105 109 10+

&($I4I!I=S &B !G= =NAIN== B!G= A=N=(4 =@
200 201 202 203 206 205 209 20+

S<% %(S= (N# %(S= $B<S= (AA=A(!= (AA=A(!= S<%%(S= S<%%(S= $B<S= (AA=A( (AA=A(!= != %(S= $B<S= $B<S= $
300 301 302 303 306 305 309 30+ 30 30: 310 311

S<&($= $B<S= (AA=A(!= (AA=A(!= S<&($= S<&($= $B<S= $B<S= %I!<"INB %I!<"INB
#

=

&

610 611 611 612 613

!=(!=# !=(!=# (nd
500 501 502 503 506 505 509 50+ 50 50: 510 511 511

#(IN(A= (N# S4BP= PB!=$!IBN S!<$!<= PIP= $<4H=! $<4H=! (N# S!B" S!B" #(IN
A

G I

"IS$=44(N=B
Item No.

#escription

Percentage of $ement, 4ime, (sp'alt percentage from dry soil

44

PI

conduct test on aggregate paasing 0.625mm no.60-

103 Structure Structure =cavati =cavation on

106 =mankment suitale-

30 ma

9 ma

106 =mankment unsuitale-

0min

55min

105 Sugrade Preparation

30 ma

9 ma

200 Suase $ourse

35 ma

12 ma

201 %ase $ourse

25 ma

9 ma

202 $r $rus'ed (ggregate %ase $ourse

25 ma

9 ma

conduct test on aggregate paasing 6.+5mm no.6-

203 4ime Staili7ed %ase $ourse

3 to 12 /

6 to 10

206 Portland $ement Staili7ed %ase $ourse

9 to 10 /

6 to 10

205 (s (sp'alt Staili7ed %ase $ourse

6 to + /

6 to 10

209 Portland $emet !reated Plant %ase $ourse

9 to 10 /

6 to 10 conduct test on aggregate paasing 0.625mm no.60-

300 Surface $ourse

35 ma

6 to :

$%

(rasion 4oss

soaked aggregate passing 1:mm 36;-

aggregate retain on no.10 2mm-

"##

euired $ompression !est unconfined +day

:5 min

:5 min

25 min

50 ma

100 min

0 min

50 ma

100 min

0 min

65 ma

100 min

100min

50 ma

100 min

300

100min

50 ma

100 min

300

100min

50 ma

100 min

300

100min

50 ma

100 min

300

0ma for 65 ma crus'ed aggregate aggregate surface course

100 min

25ma for gravel surface course

Sample

emarks

for every 1>00*"/$ %r 'ra*ti%n tere%' 1 Arading, Plasticity, $ompaction !est and $% for every 1>00*"/$ %r 'ra*ti%n tere%' 1 Arading, Plasticity, $ompaction !est and $%

for suitale emankment all particle 7a)) 9$$ and 9$$ and not more t'an 1$a)) 7er*ent =ill 7a)) 0/09$$ natural )ater content eceed 1004 and 1004 and natural density is 600.*"/$ $a(/

for every 1>00*"/$ %r 'ra*ti%n tere%' 1 Arading, Plasticity, $ompaction !est and $%

if t'ere is an are )c is soft and unstale, t'e most effective and c'eaper met'od to staili7e soil prior to suase course is e%te(tile , t'e est soil for sugrade 'ad a group inde of -$a(

for every ,00*"/$ %r 'ra*ti%n tere%' 1 tere%' 1 grading and plasticity test for every 1>00*"/$ %r 'ra*ti%n t'ereof 'ra*ti%n t'ereof 1 4a. $ompaction and (rasion !est, for every +>00*"/$ %r 'ra*ti%n tere%' 1 tere%' 1 $%

in grading aggregates, fraction 7a))in 0/09$$ :N%/+00; 8 :N%/+00; 8 23 passing 0/-+$$ :n%/-0;> in determining t'e t'ickness of suase course it can e determine y te)t 7ittin :ecavated :ecavated 1$ 1$ ( 1$ at a dept' of 5$ recovered )a$7le recovered )a$7le e&er8 $eter;

in grading aggregates, fraction passing 0/09$$ :N%/+00;  +, 7a))in 0/-+$$ for every ,00*"/$ %r 'ra*ti%n tere%' 1 tere%' 1 grading and plasticity test for every 1>00*"/$ %r 'ra*ti%n t'ereof 'ra*ti%n t'ereof 1 :n%/-0;> if ase course is unavailale -04 )eat'ered limestone lended ) 504 ) 504 *r")e! 4a. $ompaction and (rasion !est, for every stone or gravel s'all e allo)ed, 'iller s'all s'all e +>00*"/$ %r 'ra*ti%n tere%' 1 tere%' 1 $% free from 'ard lumps not more t 'an 14 retain %n -/9$$ :n%/-; for every ,00*"/$ %r 'ra*ti%n tere%' 1 grading and plasticity test for every 1>00*"/$ %r 'ra*ti%n tere%' 1 4a. $ompaction and (rasion !est at least 0 $a)) 4 s'all 4 s'all 'ave at lea)t 1 fracture 1 fracture face-, for every +>00*"/$ %r 'ra*ti%n tere%' 1 tere%' 1 $%

&or soil aggregate. for every 300cu.m or fraction t'ereof 1 grading and plasticity test for every 1,500cu.m or fraction t'ereof 1 (rasion !est. &or 4ime for every 100t or fraction t'ereof.1 uality test. &or miture, every 300 cu.m or fraction t'ereof 1 $%

in grading aggregates, fraction passing 0/09$$ :N%/+00;  +, 7a))in 0/-+$$ s'all e free f rom 'ard lumps not :n%/-0;> 'iller s'all more t'an 14 retain %n -/9$$ :n%/-;

if li$e )l"rr8 is )l"rr8 is employed typical ratio is 1t%nne li$e t% +*"/$ =ater/ $uring period at lea)t  !a8); !rial section must e at lea)t + =ee.) for aout 00)3/$

&or soil aggregate. for every ,00*"/$ %r 'ra*ti%n tere%' 1 grading and plasticity test for every 1>00*"/$ %r 'ra*ti%n tere%' 1 (rasion !est. &or $ement for every 2000 ags %r 'ra*ti%n tere%'/1 10kg of cement- 3"alit8 cement- 3"alit8 te)t/ &or miture, e&er8 miture, e&er8 ,00 *"/$ %r 'ra*ti%n t'ereof 1 $%

if cement )l"rr8 cement )l"rr8 is is employed typical ratio is 1t%nne *e$ent t% +*"/$ =ater/ $uring period at lea)t  !a8)/ !rial section must e at lea)t + =ee.) for aout 00)3/$

&or soil aggregate. for every ,00*"/$ %r 'ra*ti%n tere%' 1 grading and plasticity test for every 1>00*"/$ %r 'ra*ti%n tere%' 1 (rasion !est. &or !rial section must e at lea)t + =ee.) for (sp'altic "aterial "aterial eit'er anionic or or cationic emulsified aout 00)3/$ asp'alt- for every -0t %r +00!r"$) %r 'ra*ti%n tere%'/15 tere%'/1 5 liters of asp'altic material- 3"alit8 te)t/ &or miture, e&er8 miture, e&er8 ,00 *"/$ %r 'ra*ti%n t'ereof 1 $% &or soil aggregate. for every ,00*"/$ %r 'ra*ti%n tere%' 1 grading and plasticity test for every 1>00*"/$ %r 'ra*ti%n tere%' 1 (rasion !est. &or $ement for every 2000 ags %r 'ra*ti%n tere%'/1 10kg of cement- 3"alit8 cement- 3"alit8 te)t/ &or miture, e&er8 miture, e&er8 ,00 *"/$ %r 'ra*ti%n t'ereof 1 $%

!rial section must e at lea)t + =ee.) for aout 00)3/$

Summary of DPWH Bluebook

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