Resurfacing of Talaja Bypass Road CH:0/0 TO 3/60 Ta. Talaja, Dist. Bhavanagar

Name of Work :-Resurfacing of Talaja Bypass Road CH:0/0 TO 3/60 Ta.Talaja, Dist:Bhavanagar

SCHEDULE FOR TESTING OF MATERIALS

Sr. Qty. Of No. Of

Materials Prescription of test Which Will Frequency @ Which test shall

No. Material test to

Be Carried Out be carried out

1 Granular Sub 0.00 Gradation Test One Test Per 200 Cmt.

Base CMT Atteberg Limits

Moisture Content

Density Of Compected Layer

California Baring Ratio (C.B.R.) One Test Per 3000Cmt.

2 Water Bound Macadam

2 WBM Gradation Test 1 to 100 cmt 1No.

(45-90) CMT Aggregate Impact Value 100to 500 cmt 3 No.

WBM 0.00 Flakiness &Elongation Index 500 to 1500 cmt 5 No.

(45-63) CMT JAtteberg Limits 1500 to 5000 cmt 7 No.

3 Wet Mix 0.00 Gradation Test One Test Per 200 Cmt.

Macadam CMT |Aggregate Impact Value

Flakiness &Elongation Index

JAtteberg Limits

Density Of Compected Layer One Test Per 500 Cmt.

4 Asphalt No. of Tanker Test

4A Asphalt 75.41 Penetration 1 to 10

MT Ductility 11 to 20

Softning Point 21 to 50 3

Specific Grevity 51 to 100

Viscocity Remaining every

Test as per Specification 50 Tanker

4B BSG (MT) 0.00 Gradation Test 1 to 100 cmt 1 No.

Aggregate Impact Value 100 to 500 cmt 3 No.

Flakiness &Elongation Index 500 to 1500 cmt 5 No.

|Atteberg Limits 1500 to 5000 cmt 7 No.

5 Cement 682 40 Setting Time (|S:4031 Part 5) Up to 50T

MT Soundness (|S:4031 Part 3) 100 t

Compressive strength of mortar 200 T

cube (|S:4031 Part 6) 300 T

land 8 test for larger

Steel 37.790 Tensile Strength 1 Test /40 tonnes /

MT Yield Stress per category

7Cement Concrete Work

M 100 4.00 Cube Strength (|S:516) 1to 5 cmt 1 No.

M 150 403.42 Workability slump cone (|S:1199) 6 to 15 cmt 2 No.

|M 300 335.38 51 & above 4 + One Additional

M 400 39.53 Sample for Each 50 cmt or part

(CMT) there of.

8 Sand 721.00 Silt Factor Per Source

Earth Work 71.78 Moisture Content (1S 2720 Part 2) One test per 250 Cmt

CMT Sand Content (1S 2720 Part 4) Two test per 3000 Cmt

Field Dry Density (IS 2720 Part 8)

Liquid Limit /Plasticity Limit

CBR (IS 2720 Part 16) One test Per 3000 Cmt

10 Murrum P. I. Value

One test per 50 Cmt

11 Water Suspended Solids (IS 3025 Part Samples taken at each source 1 Nos

Sulphets (|S 3025 Part 24) tested at an approved test house

Chlorides (IS 3025 Part 32)

12 Concrete Pipe 0.00 |Dimensions

At factory before delivery

RMT Manufacturing defects Manufacturer's certificate

Tolerances (|S:458)

Three edge bearingtest (|S:3597)

1. Number of Tests may be

varying as per the Actual Work

2. This Testing Schedule is for executed on site.

MORTH Guideline & Engineer reference only, additional material and number of tests to be

in charge. followed bY

Deputy ERtdutive Engineer

R&B Sub Division Executive Engineer

Mahuva R&B Division