aggreagte mixes - copy

8/17/2019 Aggreagte Mixes - Copy

http://slidepdf.com/reader/full/aggreagte-mixes-copy 1/53

CONSULTANT: CLIENT:

MINISTRY OF ROADS AND TRANSPORT

COMPTRAN DEPARTMENT OF URBAN ROADS

SUMMARY OF RESULTS FOR CRUSHED STONE MA

BURMA CAMP ROAD - LOT 2

NAME OF QUARRY: CRWC

TEST PARTICLE SIZEFlakine In!e" 2# - $# %%

&# - 2# %%

' - &# %%

Sil() Cla* C+n(en(



CONTRACTOR

CHINA RRAILWAY WU,U ROUP

CORPORATION

TERIAL TEST

DATE: .)&2)&2

RESULTS OBTAINED A/ERAE$01

10

'03

&.0&

$0&'



CONSULTANT: CLIENT:

MINISTRY OF ROADS AND TRANSPORT

COMPTRAN DEPARTMENT OF URBAN ROADS

CRUSHED A

BURMA CAMP

NAME OF QUARRY: CRWC

Pa4(i5le Si6e 7%%8 Wei9( +; 5+n(aine4

2# - $# %%102 2.10< 2#$0.

<10# 2$.02 2#$0.

2# - &# %%#<0$ 2$$0. 2#$0.

#'0< 2$'01 2#$0.

' - &# %%13.0' 210# 2#$0.

11$0< 210< 2#$0.

=e;+4e

(e(in9>5+n(aine4

Wei9( +; ?ak*@a4(i5le > 5+n(a+ne4



CONTRACTOR

CHINA RRAILWAY WU,U ROUP

CORPORATION

REATES

ROAD - LOT 2

DATE: .)&2)&2

Flakine in!e"

..0. 11$0 $0.$01

.30 1<201 '0&

$#0# 1#20& '01'03

$&0$ 1#&0. '0

1$01 '102 &20&.0&

1'0. '1#0. &.02

verage Flakiness 7.85

Wei9( +; ?ak*@a4(i5le

Wei9( +; (e(a%@le

a6e4a9e ?akinein!e"



CONSULTANT: CLIENT:

Mini(4* +; R+a! an! Hi9a*

C+%@(4an De@a4(%en( +; U4=an R+a!

BURMA CAMP ROAD - LOT 2

CRUSHED AREATES

Na%e +; Qa44*: CRWC

BS 3&2 PART & &1' Te( &Hei9( +; Sa%@le 2'#0&

Hei9( +; Sil()Cla* &#0'

Hei9( +; San! 2.0<

Sil( C+n(en( $0.3

A6e4a9e +; Sil( C+n(en( $0&'



CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

Te( 22$.0

02

2.$01

.02



CRUSHED AREATES



CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!

PARTICLE SIZE DISTRIBUTION 7SIE/E ANALYSIS8

SAMPLE DESCRIPTION: &' - 2' %% CHIPPINS

Na%e +; Qa44*: CRWC

Sie6e Sie Pain9

.10'

2#0#

&$0#

&#0#

'0#

Pan

T+(al

CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!


SAMPLE DESCRIPTION: &' - 2' %% CHIPPINS

Na%e +; Qa44*: CRWC

Sie6e Sie Pain9

.10'

2#0#

&$0#

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Wei9(Re(aine!

Pain9 (+ (enea4e( #



CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!


SAMPLE DESCRIPTION: ' - &# %% CHIPPINS

Na%e +; Qa44*: CRWC

Sie6e Sie Pain9

&$0#

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CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!



Na%e +; Qa44*: CRWC

Sie6e Sie Pain9

&$0#

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CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!


SAMPLE DESCRIPTION: RI/ER SAND

Na%e +; Qa44*: CRWC

Sie6e Sie Pain9

&#0#

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Wei9(Re(aine!

Pain9 (+ (enea4e( #

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'0#

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CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!




Sie6e Sie Pain9

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CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

W( +; Sa%@le #0#

S@e5i5a(i+n

L+e4 Li%i( U@@e4 Li%i(

&## &##

# &##

$# 3#

.# <#

# &#

CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

W( +; Sa%@le #0#

S@e5i5a(i+n


&## &##

# &##

$# 3#

.# <#

# &#



CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

W( +; Sa%@le #0#

S@e5i5a(i+n


&## &##

3' &##

&# .#

# &#

# '

CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

W( +; Sa%@le #0#

S@e5i5a(i+n


&## &##

3' &##

&# .#

# &#

# '

CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

W( +; Sa%@le #0#

S@e5i5a(i+n


&## &##



# &##

1' &##

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.' 1#

3 .'

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CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

W( +; Sa%@le #0#

S@e5i5a(i+n


&## &##

# &##

1' &##

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#

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Sieve Analysis 20 - 40 mm Crushed

Sieve Sie !mm"

#er$entage #assing !%"

#0# &#0# 2#0# .#0# $#0# '#0#

#

2#

$#

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Sieve Analysis 20 - 40 mm Crushed

Sieve Sie !mm"

#er$entage #assing !%"



tones

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L+e4 Li%i(

U@@e4 Li%i(

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C&'C()*) 20+20

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2#%% $$ #0# #0# #0# #0# #0#

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2#%% 3$# $'02 #0# #0# #0# #0# #0#

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PROJECT :

GIFFARD ROAD

CONSULTANT : COMPTRAN ENGINEERING AND PLANNING ASSOCIATES.

CONTRACTOR :

CONCRETE MIX COMPUTATION SHEET DATE :

CLASS OF CONCRETE : 25 / 20 (MIX DESIGN NO. 002/12 ) TECH.: I

SAND GRADING 5.0 2.! 1.18 0.!00 0.00 0.150 0.0"5

PASS $ 3' <$ $' &$ . 2

COARSE AGGT. GRADING ( 20 mm ) '#0# .10' 2#0# &$0# &#0# '0# &0&3

PASS &## &## . .3 1 # #

ALL IN AT0 50.0 ".5 20.0 1#.0 10.0 5.0 2.! 1.18 0.!00

PASS

FLAGINESS &# FINES &#%% AT0 S0 202&AT0 S00 20'< SAND S0 2.634 CEMENT S0AT0 ABSORPTION #0. SAND ABSORPTION

ADMITURE YES NO ON &## k9 CEMEN

TRIAL MIX COMPUTATIONW)C CEMENT WATER AREATE SAND ADMITURE TO

#0$3& .3' &3' 3 .3. <1. # 2#0&2$ #0&3' #0.#$ #0&.& #02'< #0### &0

2#%% 10mm SAND

BATCH COMPUTATION

VOLUME OF BATCH ( m3 ) AGGREGATE SAND CEMENT WATER ADMIT

20mm 10mm O ! 6

LABORATOR$ TRIAL MIX

VOLUME OF BATCH CEMENT WATER 20mm AGGT. 10mm AGGT. SAND. ADMI

#0#2# 7%.8 101## .01## &103# 10<<# &.0$<#20###

DATE CAST " 2# $ 11 $ 2012

SLUMP 4#mm

CONSULTANT CONSULTANT



CONTRACTOR%%%%%%%% &'*+,&- B%%%%%%%% A*/+- B%%



8/11/2012

SAAC MBROH

SAND 36

AGGT <$

C.A $$M.A. &F.A. .1

0.00 0.150 0.0"5

.0&

TAL W)C CEMENT WATER AREATE SA2' k9 #0$3& .3' &3' 3$2 .<& <## %. JDI/)#K #0&3' JJJ JJJ JDI

RE TOTAL

TURE TOTAL ( )

'20'##



%%%%%%%%.



D ADMITURE TOTAL1 # 2$'#)#K #0###



CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!

SPECIFIC RA/ITY AND ABS

SAMPLE DESCRIPTION: 2# - $# %% CHIPPINS

Na%e +; Qa44*: CRWC

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Wei9( +; @*5+%e(e4 > a(e4 9 &1.0.

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CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!


SAMPLE DESCRIPTION: &# - 2# %% CHIPPINS

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CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!

9)5%.

9)5%.

9)5%.

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Wei9( +; SSD Sa%@le in ai4 9 $''01Wei9( +; +6en !4* Sa%@le 9 $'.01

Blk S@e5i5 4a6i(* 20$1

S@e5i5 4a6i(* +n SSD =ai 20'#3

A@@a4en( S@e5i5 4a6i(* 20'2'

Wa(e4 A=+4@(i+n #0$$

CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!



Na%e +; Qa44*: CRWC

Uni( 798 &

Wei9( +; a%@le > @*5+%e(e4 > a(e4 9 2&#$01

Wei9( +; @*5+%e(e4 > a(e4 9 &1.0.Wei9( +; SSD Sa%@le in ai4 9 '#'0$

Wei9( +; +6en !4* Sa%@le 9 '#203

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Wa(e4 A=+4@(i+n #0'

9)5%.

9)5%.

9)5%.

9)5%.

9)5%.

9)5%.



CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

RPTION

DATE: .)&2)&2

2 A69 REMARG 2#''01

&1.0.

$.201

$.&0$

20'. 20'$

20'$ 20'$

20'' 20'<

#0. #021

CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

RPTION

DATE: .)&2)&2

2 A69 REMARG 2#330$

&1.02

$3301

$310&

20'2 20'&

20'. 20'2

20'$ 20'.

#0. #0.1

CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n



RPTION

DATE: .)&2)&2

2 A69 REMARG

2#1#0.

&1.0$

$<20&$<#0$

20$3< 20$&

20$' 20'#2

20'# 20'&1

#0.1 #0$&

CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

RPTION

DATE: .)&2)&2

2 A69 REMARG

2#30&

&1.0.'##0$

$30#

20'' 20'1

20'< 20'3

20'3 20<#

#0' #0'#



CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!

TEN PERCENT FINES

REQUIRED LOAD TIME: 2&'GN)&# %in

Na%e +; Qa44*: CRWC

SAMPLE Uni( 798 &

A@@lie! F+45e GN 2&#0#

W(0 +; Sa%@le Re(aine! +n 20.<%% Sie6e 9 2'2<0#

W(0 +; Sa%@le Pain9 20.<%% Sie6e 9 $3.0#

T+(al Wei9( +; Sa%@le 9 .##0#

Pain9 20.<%% Sei6e &<0#'

A690 Pain9 20.<%% &'0

&# Fine /ale GN &$

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CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

DATE: .)&2)&2

2 & 2

2&#0# &# &#0#

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$.0< ''20& '$201

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&'0# &30## &103#

03 &10#

0&3 &2&0$<

320'2



CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!

AREATE C

REQUIRED LOAD TIME: $##GN)&# %in

Na%e +; Qa44*: CRWC

SAMPLE Uni( 798

Wei9( +; Sa%@le 9

Wei9( +; Sa%@le Re(aine! +n 20.<%% 9

Wei9( +; Sa%@le Pain9 20.<%% 9

Pe45en(a9e +; Sa%@le Re(aine!

A994e9a(e C4 /ale

AC/7A6e4a9e8

Se$i1$ation

Physical Characteristics of Crushed

Stone Class

LAA (%) (max).

Water absorption (%) (max)

FI (%) (max).

(-28+20 & -20+! mm)

0% Fines ("#) (min)

Wet$r % (min)

(ii) Stone Class

Base

C' at 8% * (,A S) an ! a



CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

USH /ALUE

DATE: .)&2)&2

& 2

.###0# .###0#

2#$10# 2&&20#

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tone (Classes A, B and C)

'ase

A ' C

10 !0 !

. 2 2

2 10 10

0 0 0 (r)

(r) (r)

3 3 3

s soa" min 80%

Los Aneles Abrasion max 0%

/lastiit Inex max 4%

0% Fines r

Wet$r min 3%

min 00 "#



CONSULTANT: CLIENT:


C+%@(4an De@a4(%en( +; U4=an R+a!

LOS ANELES ABRATION T

Na%e +; Qa44*: CRWC N%=e4 +; S(eel Ball: &2

N%=e4 +; Re6+l(i+n: '##

SIE/E SIZESPASSIN RETAINED

<. '#

'# .10'

.10' 2'

2' &

& &20'

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$01' 20.<Ini(ial Wei9(

W(0 Te*aine! +n &01%% ie6e a;(e4 (e(

A=4a(i+n

A690 A=4a(i+n



CONTRACTOR:

Cina Raila* W 4+@

C+4@+4a(i+n

EST

DATE: .)&2)&2

SAMPLE NO& 2

'###0# '###0#

'###0# '###0#

.''0## $#&'0#

2#0# &01#

2#0.#

aggreagte mixes - copy

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