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Sample Location :Source of Materials :Description of Sample :
Type of Compaction : Static / Dynamic Mass of Original Sample :Type of Method : Standard / Modified Retained on 19 mm sieve :Weight of Rammer : Passing on 4.75 mm :No. of Blows :No. of Layers :
Determination No.Mould No.Volume of Mould (v) (cc)Weight of Mould (m1) (gm)
Weight of Mould + Compacted Soil (m2) (gm)Weight of Compacted Soil (m3 = m2 - m1) (gm)Wet Density of soil (D W) = m3 / v (gm/cc)Container No.Weight of Container (gm)Weight of Wet Soil + Container (gm)Weight of Container + Oven dry soil (gm)Weight of Water (gm)Weight of oven dry soil (gm)Moisture content (%)Dry Density of soil (D d) =100 x Dw / (100 + w) (gm/cc)
Maximum Dry Density : (gm/cc)
Optimum MoistureContent : (%)
Remarks :
TRICHY TOLLWAY PRIVATE LIMITEDIJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in Tamil Nadu,
Construction Pkg. - VI - B (EPC II)
MOISTURE - DENSITY RELATIONSHIP (IS : 2720 , PART - 7 & 8 )
3
Date of Sampling :Date of Testing :
Observation Sheet
51 2 4
s i t y ( g m
/ c c
)
FM/QC/S/02Revision :- 01Date :- 25.11.06
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Sample Location : Date of Sampling :Source of Materials : Date of Testing :Description of Sample :
1 2 3 4 1 2
1 Penetration of Cone (mm)2 Container No.3 Mass of Container (gm)4 Mass of Wet Soil + Container (gm)5 Mass of Container + Oven dry soil (gm)6 Mass of Water (gm)7 Mass of oven dry soil (gm)8 Water content (6) / (7) x 100 (W L) (%)
Average PL
LiquidLimit : (%)PlasticLimit : (%)PlasticityIndex : (%)
for CSC
Remarks :
Four Lanining and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch.93.894) Padalur, Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI - B (EPC II)
GSB WMM
Observation Sheet
Determination No. Liquid Limit Plastic Limit
TRICHY TOLLWAY PRIVATE LIMITEDIJM (INDIA) INFRASTRUCTURE LIMITED
CONE PENETRATION METHOD (IS : 2720 Part-5),1985
MOST Specification Limit LL < 70 , PI < 45 LL < 25 , PI < 6 LL < 25 , PI < 6
Description of works Emb.,Sub-Gra.
Cone Penetration (mm)
W a t e r
C o n t e n t ( %
)
FM/QC/S/03Revision - 00Date :- 25.08.06
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Sample Location : Date of Sampling :Source of Materials : Date of Testing :Description of Sample :
1 2 3 4 1 21 No. of Blows2 Container No.3 Mass of Container (gm)4 Mass of Wet Soil + Container (gm)5 Mass of Container + Oven dry soil (gm)6 Mass of Water (gm)7 Mass of oven dry soil (gm)8 Water content (6) / (7) x 100 (W L) (%)
Average PL
LiquidLimit : (%)PlasticLimit : (%)PlasticityIndex : (%)
for CSC
MOST Specification Limit LL < 70 , PI < 45 LL < 25 , PI < 6 LL < 25 , PI < 6
Description of works Emb.,Sub-Gra. GSB WMM
Observation Sheet
Determination No. Liquid Limit Plastic Limit
TRICHY TOLLWAY PRIVATE LIMITED
Determination of Liquid Limit and Plastic Limit (IS : 2720 Part-5),1985
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Lanining and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpe t to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI - B (EPC II)
Cone Penetration (mm)
W a t e r
C o n t e n t ( %
)
FM/QC/S/04Revision - 01Date :- 25.11.06
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Sample Location : Date of Sampling :
Source of Materials : Date Testing :
Description of sample : Weight of Sample Taken :
S.No.
1
2
3
4
Remark's : -
Checked By: Witnessed By :
Contractor Representative Concessionaire Representative
Four lanining and Strengthening of the Existing two Lane Road From km. 192.250 (Ch. 0.000) Ulunderpet to km. 285.00 (Ch. 93.894) Padalur Section of NH - 45 inTamil Nadu, Construction Pkg. - VI B, (EPC - II)
IJM (INDIA) INFRASTRUCTURE LIMITED
Determination of Free Swell Index of Soil (IS : 2720 Part 40 - 1977)
TRICHY TOLLWAY PRIVATE LIMITED
Description of Test
Vol. Of Soil Specimen in Distilled Water in cc (Vd)
Vol. Of Soil Specimen in Kerosene in cc (Vd)
Free Swell Index in Percentage ((Vd - Vk) / Vk) x 100
Average
Readings
FM/QC/S/05Revision :- 02Date :- 19.03.07
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Sample Location : Date of Sampling :Source of Materials : Date Testing :Description of sample : Weight of Sample Taken :
75 mm
20 mm
4.75 mm
2.0 mm
0.425 mm
0.075 mm
Pan
Silt & Clay
Remarks :
0.075 mm Passing
Sand
Coarse 4.75 mm - 2 mm
Medium 2 mm - 0.425 mm
Fine 0.425 mm - 0.075 mm
GravelCoarse 75 mm - 20 mm
Fine 20 mm - 4.75 mm
Silt & Clay
OBSERVATION SHEET
DESCRIPTION PARTICAL SIEVE SIZE PERCENTAGE Total (%)
Sand
Sieve SizeWeight Retained
(gm)Weight Retained (%)
Cum. Wt.Retained (gm)
Passing (%)
Gravel
Remarks
GRAIN SIZE ANALYSIS (IS : 2720 Part 4 - 1985)
IJM (INDIA) INFRASTRUCTURE LIMITED
Four lanining and Strengthening of the Existing two Lane Road From km. 192.250 (Ch. 0.000) Ulunderpet to km. 285.00 (Ch. 93.894) Padalur Section of
NH - 45 in Tamil Nadu, Construction Pkg. - VI B, (EPC - II)
TRICHY TOLLWAY PRIVATE LIMITED
TEST RESULTS OF GRAIN SIZE ANALYSIS OF SOIL
FM/QC/S/06Revision :- 01Date :- 25.11.06
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SL.NO.
DESCRIPTION OFSAMPLE
SIDEOGL/SG/B.A/
GSB/WMMMOULD NO.
DATE OFSOAKING
DATE OF TESTING(AFTER 96 HRS)
TESTSTATUS
TRICHY TOLLWAY PRIVATE LIMITEDIJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI - B (EPC II)
CBR TESTING PROGRAM
FM/QC/S/07/7.0Revision : 00Date :-25.08.06
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Sample Location :
Source of Materials : Date of Soaking :Description of Sample : Date Testing :
Type of Compaction : Static / Dynamic Mass of Original Sample :Type of Method : Standard / Modified Retained on 19 mm sieve :Weight of Rammer : 4.89 Kgs. Passing on 4.75 mm :No. of Blows : 56 blows Soaking Period :96 hoursNo. of Layers : 5 MDD : (gm/cc)Surcharge Weight : 5000 Gms. OMC : (%)
Determination No.
Mould No.
Volume of Mould (v) (cc)
Weight of Mould (m1) (gm)
Weight of Mould + Compacted Soil (m2) (gm)
Weight of Compacted Soil (m3 = m2 - m1) (gm)
Wet Density of soil (D W) = m3 / v (gm/cc)
Container No.
Weight of Container (gm)
Weight of Wet Soil + Container (gm)
Weight of Container + Oven dry soil (gm)
Weight of Water (gm)
Weight of oven dry soil (gm)
Water content (%)
Mean Water Content (w) (%)
Dry Density of soil (D d) =100 x Dw / (100 + w) (gm/cc)
% of MDD :
Surcharge Weight Used : (gm)
Initial Dial Reading : (mm)Final Dial Reading : (mm)Final Expansion : (mm)Expansion Ratio : (%)
Remarks :
Swelling Data5000 5000 5000
UNSOAKED SOAKED
1 2 3 1 2 3
TRICHY TOLLWAY PRIVATE LIMITED
CALIFORNIA BEARING RATIO (CBR) TEST SOAKED (AS PER IS : 2720 , PART 16),1987Date Samp
Observation Sheet
IJM (INDIA) INFRASTRUCTURE LIMITED Four lanining and Strengthening of the Existing two Lane Road From km. 192.250 (Ch. 0.000) to km. 285.00 (Ch. 93.894) Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI B,
(EPC - II)
FM/QC/S/07/7.1Revision : 01Date :-25.11.06
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Proving Ring No. : Proving Ring Constant : (Kg/Div)Penetration Rate :
0.00
0.50
1.00
1.50
2.00
2.503.00
4.00
5.00
7.50
10.00
12.50
Remarks :
Load (Kgf)CorrectedLoad (Kgf)
Description of works Sub Grade
CALIFORNIA BEARING RATIO (CBR) PENETRATION TEST (SOAKED) IS : 2720 Part-16,1987
C.B.R. Value : -
2.5 mm Penetration : -
5.0 mm Penetration : -
CBR of specimen at 2.50mm (Standard 1370 Kg)
CBR of specimen at 5.00mm (Standard 2055 Kg)
CorrectedLoad (Kgf)
DialGauge
Reading(Div)
CorrectedLoad (Kgf)
DialGauge
Reading(Div)
Load (Kgf)
C.B.R. Value : -
GSB WMM
MOST Specification Limit As per Required Design
Parameter 30% N/A
IJM (INDIA) INFRASTRUCTURE LIMITED
Four lanining and Strengthening of the Existing two Lane Road From km. 192.250 (Ch. 0 .000) to km. 285.00 (Ch. 93.894) Section o f NH - 45 in Tamil Nadu, Construction Pkg. - VI B, (EPC - II)
TRICHY TOLLWAY PRIVATE LIMITED
Penetration(mm)
Mould No. Mould No. Mould No.
DialGauge
Reading(Div)
Load (Kgf)
FM/QC/S/07/7.2Revision : 01Date :-25.11.06
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Sample Location : Date Tested :Lab Compaction Ref. No. :
Source of Materials : Max Dry Density : gm/ccOMC : %
Layer No : Mass of Sand in the Cylinder Cone: gBulk Density of Standard Sand(Gs) : g
Cylinder No.Hole Chainage
Mass of Wet Soil from hole (m1) (gm)
(gm)
(gm)Mass of sand in hole (Ms) = m2 - m3 (gm)Volume of sand in the Hole (v) (cc)Wet Density of Material = m1 / v (gm/cc)
Container No.Mass of Container + Wet Soil (gm)
Mass of Container + Dry Soil (gm)(gm)(gm)
Mass of Oven Dry Soil (b) (gm)Moisture Content of Soil (w) = a / b x 100 (%)
Dry Density of Soil Gd = Gb x 100 / (100 + w) gm/cc
Relative Compaction achieved (%)Average Compaction ( %)Specification Requirement (%)Remarks :
Lab.Max. Dry Density (MDD) gm/cc
- -Mass of Water (a) - -Mass of Container - -
- -
- - -
- -
Mass of Cylinder+ remaining sand after pouring (m3)
Mass of Cylinder + Sand before pouring (m2)
(Small Pouring Cylinder / Large Pouring Cylinder)
1 2
TRICHY TOLLWAY PRIVATE LIMITEDIJM (INDIA) INFRASTRUCTURE LIMITED
Four lanining and Strengthening of the Existing two Lane Road From km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.00 (Ch. 93.894)Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI B, (EPC - II)
IN-SITU DRY DENSITY BY SAND REPLACEMENT METHOD (IS : 2720 , PART 28)
FM/QC/RevisioDate :-
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m/cc
- - -
- -
Padalur
S/08:- 01
5.11.06
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A Mass of Container + Wet Soil (gm)
B Mass of Container + Oven Dry Soil (gm)
C Mass of Container (gm)
D Mass of Water = (A - B) (gm)E Mass of Oven Dry Soil = (B - C) (gm)
F Moisture Content = (D/F x 100) (%)
A Mass of Container + Wet Soil (gm)
B Mass of Container + Oven Dry Soil (gm)
C Mass of Container (gm)D Mass of Water = (A - B) (gm)
E Mass of Oven Dry Soil = (B - C) (gm)
F Moisture Content = (D/F x 100) (%)
A Mass of Container + Wet Soil (gm)
B Mass of Container + Oven Dry Soil (gm)C Mass of Container (gm)
D Mass of Water = (A - B) (gm)
E Mass of Oven Dry Soil = (B - C) (gm)
F Moisture Content = (D/F x 100) (%)
. Mass of Container + Wet Soil (gm)B Mass of Container + Oven Dry Soil (gm)
C Mass of Container (gm)
D Mass of Water = (A - B) (gm)
E Mass of Oven Dry Soil = (B C) (gm)
TRICHY TOLLWAY PRIVATE LIMITED
Container No.
Container No.
DETERMINATION OF MOISTURE CONTENT (IS 2720, PART 2 - 1973)
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in
Container No.
Container No.
FM/QC/S/09Revision :- 01Date :- 25.11.06
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Sample Location : Date Sampled :Source of Materials : Date Tested :Description of sample :
Sieve Size
75 mm
53 mm
26.5 mm
9.5 mm
4.75 mm
2.36 mm
425 m
75 m
Pan
TOTAL
NOTE : ENCLOSED ABOVE TEST OBSERVATION SHEETS.
Remarks :
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 inTamil Nadu, Construction Pkg. - VI - B (EPC II)
TRICHY TOLLWAY PRIVATE LIMITED
TEST RESULTS FOR GRANULAR SUB-BASE (GSB)
M.O.R.T.H. SPECIFICATION (GRADING 1 FROM TABLE 400 - 1)
MORTHSpecification Limits
(gm) (%) (%) (%)
Weight Retained Weight Retained Cum. Wt. Retained Passing
100
80 - 100
55 - 90
35 - 65
25 - 55
20 - 40
10 - 25
3 - 10
-
-
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Sample Location : Date Sampled :
Source of Materials : Date Tested :
Description of sample :
Sieve Size
53 mm
45 mm
22.4 mm
11.2 mm
4.75 mm
2.36 mm
600 m
75 m
Pan
TOTAL
NOTE : ENCLOSED THE ABOVE TEST OBSERVATION SHEETS.
Remarks :
-
0 - 8
-
15 - 30
8 - 22
40 - 60
25 - 40
95 - 100
60 - 80
100
(gm) (%) (%) (%)
Weight Retained Weight Retained Cum. Wt. Retained Passing MORTH Specif ication
Limits
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthening of the Existing two Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894)Padalur, Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI - B (EPC II)
TEST RESULTS FOR WET MIX MACADAM (WMM)
TRICHY TOLLWAY PRIVATE LIMITED
M.O.R.T.H. SPECIFICATION (GRADING FROM TABLE 400 - 11)
FM/QC/S/11Revision :- 00Date :- 25.08.2006
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Location : Date :Source of Material: MDD : (gm/cc)Layer No: OMC: (%)
ype o wor : . . m an ment u - ra e
1 Test No. 1 2 3 4 5 6 7 8 9 10 11 12
2 Chainage
3 Wet Density (gm/cc)
4 Moisture Content (%)
5 Dry Density (gm/cc)
6 % Compaction (%)
1 Test No. 13 14 15 16 17 18 19 20 21 22 23 242 Chainage
3 Wet Density (gm/cc)
Moisture Content (%)
5 Dry Density (gm/cc)
6 % Compaction (%)
Remarks :
Checked By: Verified By: Witnessed By : Witnessed By :
Lab Tech. (IJMII) Material Manager (IJMII) CCSC Representative Concessionaire RepresentativeName : Name : Name : Name :Date: Date: Date: Date:
IJM (INDIA) INFRASTRUCTURE LIMITEDFour Lan ing and Stren gthen ing o f the Exist ing tw o Lane Road fro m km. 192.250 (Ch. 0.000) Ulundurp et to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in Tamil Nadu , Construc tion Pkg . - VI - B (EPC
II)
TRICHY TOLLWAY PRIVATE LIMITED
NUCLEAR COMPACTION TEST DATA
/Hard Shoulder
Description of work O.G.L Embankment Sub-Grade / Hard Shoulder GSB WMM98 98MORTH Specification Limit (%) 90 / 95 95 97
FM/QC/S/12Revision :- 00Date :- 25.08.2006
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Tested Passed FailedRetested(Passed)
Tested Passed FailedRetested(Passed)
1.0 Test s o n Bar ro w areas M OR TH 305
1.1 MDD / OMC IS:2720 (Part8) As required - - - - - - - -
1.2 LL / PL / PI IS:2720 (Part5) As required - - - - - - - -
1.3 Gradation IS:2720 (Part4) As required - - - - - - - -
1.4 CBR Test IS:2720 (Part16) As required - - - - - - - -
1.5 Free Swell index IS:2720 (Part48) As required - - - - - - - -
2.0 Em b an km en t M ORTH 305
2.1 MDD / OMC IS:2720 (Part8) 1 test /1500 m 3 - - - - - - - -
2.2 LL / PL / PI IS:2720 (Part5) 1 test /1500 m 3 - - - - - - - -
2.3 Gradation IS:2720 (Part4) 1 test /1500 m 3 - - - - - - - -
2.4 Field Density IS:2720 (Part28)
1000Sqm - - - - - - - -
2.5 Free Swell index IS:2720 (Part48) As required - - - - - - - -
3.0 Su b g rade M ORTH 305
3.1 MDD / OMC IS:2720 (Part8) 1 test /1500 m 3 - - - - - - - -
3.2 LL / PL / PI IS:2720 (Part5) 1 test /1500 m 3 - - - - - - - -
3.3 Gradation IS:2720 (Part4) 1 test /1500 m 3 - - - - - - - -
3.4 CBR Test IS:2720 (Part16) 1 test /3000 m 3 - - - - - - - -
3.5 Field Density IS:2720 (Part28)se es per
500Sqm - - - - - - - -
3.6 Free Swell index IS:2720 (Part48) As required - - - - - - - -
4.0 GSB M ORTH 401
4.1 MDD / OMC IS:2720 (Part8) As required - - - - - - - -
4.2 LL / PL / PI IS:2720 (Part5) 1 test /200 m 3 - - - - - - - -
4.3 Gradation Table 400 -2,Gr. - 1 1 test /200 m 3 - - - - - - - -
TRICHY TOLLWAY PRIVATE LIMITED
QUALI TY CONTROL TEST AND F REQUENCY
Month:
S. No.TEST
PERFORMED
IS Designationor Project
SpecificationClause
Frequncy ofTest
Total Tests upto previous month Tests conducted during current month
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengt hening o f the Existing two L ane Road from km. 192.250 (Ch. 0.000) Ulundurpet to k m. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in Tamil Nadu, Constr uction Pkg . - VI - B (EPC II)
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Tested Passed FailedRetested(Passed)
Tested Passed FailedRetested(Passed)
Tested Passed
TRICHY TOLLWAY PRIVATE LIMITED
QUALITY CONTROL TEST AND FREQUENCY
Month:
S. No.TEST
PERFORMED
IS Designationor Project
SpecificationClause
Frequncy ofTest
Total Tests upto previous month Tests conducted during current month Total tests upto this
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthening of the Exist ing two L ane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894) Padalur, Sect ion of NH - 45 in Tamil Nadu, Construct ion Pkg. - VI - B (EPC II)
11.2 Viscousity test IS:8887 - 1978 As per manf. Repor - - - - - - - - -
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Tested Passed FailedRetested(Passed)
Tested Passed FailedRetested(Passed)
TRICHY TOLLWAY PRIVATE LIMITED
QUALI TY CONTROL TEST AND FREQUENCY
Month:
S. No.TEST
PERFORMED
IS Designationor Project
SpecificationClause
Frequncy ofTest
Total Tests upto previous month Tests conducted during current month
IJM (INDIA) INFRASTRUCTURE LIMITED
Four Laning and Strengthenin g of th e Existing tw o Lane Road from km. 192.250 (Ch. 0.000) Ulundurpet to km. 285.000 (Ch. 93.894) Padalur, Section of NH - 45 in Tamil Nadu, Construction Pkg. - VI - B (EPC II)
12.0 B itu mino us Tests MORTH Sec. 500
12.1 Penetration Test IS:1203, 1978 1 sample / Tanker - - - - - - - -
12.2 Ductility test IS:1208, 1978 1 sample / Tanker - - - - - - - -
12.3 Softening Point test IS:1205, 1978 1 sample / Tanker - - - - - - - -
12.4 Specific gravity IS:1202, 1978 1 sample / Tanker - - - - - - - -
13.0 DB M : MORTH Sec. 507
13.1 Dry mix gradation Table 500 - 10e o es
or 2Tests /Day - - - - - - - -
13.2Extraction &Gradation MORTH Sec. 500
e o esor 2Tests /Day - - - - - - - -
13.3ens y a y ow
Test Table 500 - 11 - do - - - - - - - - -
13.4 Core Density MORTH Sec. 500 1 test /250 m 2 - - - - - - - -
13.5 Air,Vma,Vfb Table 500 - 11e o es
or 2Tests /Day - - - - - - - -
13.6Flakiness &Elongation IS:2386 (Part1) 1 test /50 m 3 - - - - - - - -
13.7 Agg. Impact value IS:2386 (Part4) 1 test /50 m 3 - - - - - - - -
13.8 Water absorbtion IS:2386 (Part3) As required - - - - - - - -
13.9 Sound ness IS:2386 (Part5) As required - - - - - - - -
13.10 Sand equivalent test IS:2720 (Part 37) As required - - - - - - - -
13.11 Plasticity index IS:2720 (Part5) As required - - - - - - - -
13.12Percentage offractured faces
s per507.2.2 As required - - - - - - - -
13.13 Water sensity of mix AASHTO T 283 As required - - - - - - - -
13.14 Temperature of mix ---- Every truck - - - - - - - -
13.15 Agg.Coating/Stripping
Test IS : 6241 As required - - - - - - - -
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Retested(Passed)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
onth
C/S/13ion :- 00:-
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Retested(Passed)
onth
C/S/13ion :- 00:-
-
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Retested(Passed)
onth
C/S/13ion :- 00:-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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NO OF TESTS RETESTED & PASSED : 17 VERIFIED BY :
NO OF TESTS FAILED : 17 % OF FAILURE : #### Material Manager (IJMII)
NO OF TESTS CONDUCTED :
0
10
20
30
40
50
60
70
80
90
100
90 91 92 93 94 95 96 97 98 99 100
N O
O F T E S T S T A K E N
% OF COMPACTION ACHIEVED
STATISTICAL GRAPH BETWEEN TEST NO & RELATIVE COMPACTION ( FM/QC/S/14)