TEST REPORT ON EXTRACTION OF BITUMEN FROM BITUMINOUS PAVING MIXT
MECHANICAL SIZE ANALYSIS
Boom Construction Co. / Lotus Trading and Contracting
ACES Client Report No.
Co. Joint Venture
Owner Public Works Authority / ASHGHAL Date Reported
PMC Parsons Brinckerhoff (PB) Sample No.
Project Client Public Works Authority / ASHGHAL Request No.
Consultant PARSONS INT'L LTD (PIL) Client Reference
Boom Construction Co. / Lotus Trading and Contracting
Contractor Project No.
Co. Joint Venture
Project Name Roads & Infrastructures in Government Residential Division in North of Al Wukair (DS131) (I
Sample Description BC Class A (Gabbro) LOT # 191B BC 765 (CH 0+630) Sample Located By
Asphalt Mix Source BCC AP Marini 04 - Umm Al Afai Plant Sampled By
Bitumen Content
Woqod Sampling Method
Source/Supplier
Aggregate Source/Supplier Combined mining and shipping / Village Sampling Date
2nd Layer DS131-33B (CH 0+500 - 0+690) LHS & RHS
Sample Location Sample Size
(Type-3 Pavement)
Lot Size 326.22 tons Sampling Cert
Lot No. N.P.
IR No. 54568
ASTM D2172/D2172M-11 Method A for binder content,
Test Method Sample Brt. In By
ASTM D5444-15 for sieve analysis
Test Method Var. Nil Date Received
Tested By Site Lab Date Tested
Test Results:
Value Limit
AGGREGATE GRADING CHAR
PERCENT PASSING
- Binder Content (%) 3.4 3.4 - 3.8
100
- Effective Binder Content (%) 2.9 -
90
- Sieve Analysis of Extracted Aggregate
80
Sieve Size (mm) % Passing
70
37.5 100 100
60
25.0 100 90 - 100
50
19.0 77 77 - 87
40
9.5 62 54 - 64
30
4.75 44 38 - 46
20
70
60
50
40
30
20
2.36 27 25 - 33
10 ____________ MAX.,MIN. GRADING LIMITS
0.850 15 15 - 21 -------------------- COMBINED GRADING OF AGGRGATE
0 -------------------- PROJECTCOMBINED GRADING OFAGGRGATE
0.425 10 10 - 15
0.01
1
0.1
SIEVE SIZE (mm)
0.180 6 6 - 12
0.075 3.7 2.8 - 5.8
- Filler/Binder Ratio 1.1 0.8 - 1.5
- Filler/Effective Binder Ratio 1.3
*Certificate No. AP 1302
Remarks :
- The test results related only to the specimen(s) tested
- The test results indicated that the tested sample has satisfied the requirement of binder content and filler/binder ratio except
- The test results indicated that the tested sample has satisfied the Certificate No. AP 1302 (Job Mix) limits of aggregate gradation exc
(0004160849.)
F BITUMEN FROM BITUMINOUS PAVING MIXTURE AND
CHANICAL SIZE ANALYSIS
SMR17053006
7/3/2017
SMS17025313
SMQ17016768
Ref
No:BCC.ARABCENTER.MISC.101.J1501.F
.2016 Dated 02-02-2016
C-2015/014
vernment Residential Division in North of Al Wukair (DS131) (IA 14/15 C 057 ST)
Consultant's Rep.
ACES' Rep.
ASTM D979/D979M-15
6/17/2017
2 Bags
N.P.
ACES' Rep.
6/17/2017
6/20/2017
AGGREGATE GRADING CHART
PERCENT PASSING
100
90
80
70
60
50
40
30
20
70
60
50
40
30
20
10 ____________ MAX.,MIN. GRADING LIMITS
-------------------- COMBINED GRADING OF AGGRGATE
0 -------------------- PROJECTCOMBINED GRADING OFAGGRGATE
0.01
10
100
0.1
SIEVE SIZE (mm)
requirement of binder content and filler/binder ratio except
Certificate No. AP 1302 (Job Mix) limits of aggregate gradation except sieve size mm
Eng. Ghaleb Al - Zubi
Deputy Branch Manager
C_ID
R_SERIAL
REQEXT
R_DT
REQPROM
P_CODE
R_CLIENT_REP_NAME
R_CONT_REP_NAME
R_CONS_REP_NAME
P_NUMBER
PROJECTNAME
R_CLIENT_NAME
R_CONT_NAME
R_CONS_NAME
CLCODE
CONCODE
CONSCODE
PROJLOC
S_ID
SAMPLESERIAL
SAMPLETYPE
SAMPLEDESCRIPTION
SAMPLESOURCE
SAMPLINGDATE
RECIEVEDBY
DATERECIEVED
NUMBEROFSPECIMENS
SAMPLINGMETHOD
SAMPLER1
SAMPLER2
SAMPLER3
SAMPLEBROUGHTBY
SAMPLECERTIFICATE
LOTNUMBER
LOTSIZE
SENDERNO
SAMPLEPREPMETHOD
WORKSIZE
PLOTNO
AREANO
SAMPLECERT
COLOR
NOTES
S_DISP_DT
STRUCTUREREFERENCE
PLACEOFSAMCAST
DATEOFCASTING
CURINGSTORAGE_SITE
CERTATTACHED
NOMINALSIZE
METHODOFCOMPACTION
EQUIPMENTOFCOMPACTION
CUBESPREPAREDBY
CUBECONDITION
CUBCOND
FINSREMOVAL
CURINGSTORAGE_LAB
MOISTURECONDITION
VOLDET
ACTTESTAGE
REQUIREDTESTAGE
USRID
SYSDT
LASTUSER
LASTSYSDATE
T_ID
RPT_SERIAL
TD_DESC
TD_STD
TD_MTH_VAR
REPORTDATE
SMPDTDISP
TD_DT
TD_QTY
TD_BY
TESTPRICE
TSTACTPRICE
TSTDISC
TSTSUBTOT
TD_REM
TSTPROB
TD_PRIOR
TD_IS_SCHED
P_NAME
MANPOS
MANNAME
BRANCHNAME
CAT
FFF
SAMPLEDBY
RECEIVER
TESTER
REFR
R_C_REF
R_OWNER_NAME
PROJNO
GRAGEOFMATERIAL
DEGOFCOMPACTION
FOUNDRYNAME
FOUNDRYLOC
SHAPE
CLASS
WITNESSING
ST_ID
PROJ_CLIENT
PMC
9
SMQ17016768 016768
42917.3736805556
P206156
N.P.
C-2015/014
Roads & Infrastructures in Government Residential Division in North of Al Wukair (DS131) (IA 14/15 C 057 ST)
Boom Construction Co. / Lotus Trading and Contracting Co. Joint Venture
Boom Construction Co. / Lotus Trading and Contracting Co. Joint Venture
PARSONS INT'L LTD (PIL)
3362288
SMS17025313
ROUTINE MATERIALS
BC Class A (Gabbro) LOT # 191B BC 765 (CH 0+630)
BCC AP Marini 04 - Umm Al Afai Plant
42903.4736921296
ACES' Rep.
42903.4749768519
1
-
ACES' Rep.
ACES' Rep.
ACES' Rep.
ACES' Rep.
N.P.
54568
N.P.
-
2 Bags
N/A
N/A
N.P.
N/A
326.22 tons
42949.4825
2nd Layer DS131-33B (CH 0+500 - 0+690) LHS & RHS (Type-3 Pavement)
N/A
42903.4736921296
N/A
N/A
N/A
N/A
N/A
ACES' Rep.
N/A
N/A
3881
SMR17053006
Asphalt Gradation & Binder Content (Extraction)-ASTM D-2172
ASTM D2172-11 Method A for binder content , and ASTM D5444 - 08 for sieve analysis
42919.4816550926
42949.4825
42906.481412037
1
.Cont & Cons Rep.
500
1
Roads & Infrastructures in Government Residential Division in North of Al Wukair (DS131) (IA 14/15 C 057 ST)
ACES-Doha Manager_x000D_
Eng. Abdulrahim Sukik
Doha
SMQ
ACES' Rep.
ACES' Rep.
.Cont & Cons Rep.
Ref No:BCC.ARABCENTER.MISC.101.J1501.F.2016 Dated 02-02-2016
Public Works Authority / ASHGHAL
C-2015/014
N/A
N/A
N/A
N/A
N/A
N/A
4160849
Public Works Authority / ASHGHAL
Parsons Brinckerhoff (PB)
14/15 C 057 ST)
14/15 C 057 ST)
