Soil Formats

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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



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


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



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



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)


Determination of Free Swell Index of Soil (IS : 2720 Part 40 - 1977)


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




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)


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)


TEST RESULTS OF GRAIN SIZE ANALYSIS OF SOIL




SL.NO.

DESCRIPTION OFSAMPLE

SIDEOGL/SG/B.A/

GSB/WMMMOULD NO.

DATE OFSOAKING

DATE OF TESTING(AFTER 96 HRS)

TESTSTATUS


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



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


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)




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


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)


Penetration(mm)

Mould No. Mould No. Mould No.

DialGauge

Reading(Div)

Load (Kgf)




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


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 :-



m/cc

- - -

- -

Padalur

S/08:- 01

5.11.06



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) (%)


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)



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)


. 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)


Container No.

Container No.

DETERMINATION OF MOISTURE CONTENT (IS 2720, PART 2 - 1973)


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.




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 :


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)


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

-

-




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


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)


M.O.R.T.H. SPECIFICATION (GRADING FROM TABLE 400 - 11)




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)


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




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 - - - - - - - -


3.0 Su b g rade M ORTH 305

3.1 MDD / OMC IS:2720 (Part8) 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 - - - - - - - -


4.0 GSB M ORTH 401

4.1 MDD / OMC IS:2720 (Part8) As required - - - - - - - -


4.3 Gradation Table 400 -2,Gr. - 1 1 test /200 m 3 - - - - - - - -


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


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)





Tested Passed


QUALITY CONTROL TEST AND FREQUENCY

Month:

S. No.TEST

PERFORMED


SpecificationClause

Frequncy ofTest

Total Tests upto previous month Tests conducted during current month Total tests upto this


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 - - - - - - - - -






QUALI TY CONTROL TEST AND FREQUENCY

Month:

S. No.TEST

PERFORMED


SpecificationClause

Frequncy ofTest

Total Tests upto previous month Tests conducted during current month


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 - - - - - - - -



Retested(Passed)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

onth

C/S/13ion :- 00:-



Retested(Passed)

onth

C/S/13ion :- 00:-

-



Retested(Passed)

onth

C/S/13ion :- 00:-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



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)

Soil Formats

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